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HomeMy WebLinkAboutRBPR-07-2023-44845.TIF 4$ •� THIS IS NOT A PERMIT Case# RBPR-07-2023-44845 t �/ 1CATAWBA COUNTY HEALTH DEPARTMENT V / PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES 842 sM Residential Buildin Plan Review-Building New W -�_ NEW WELL_ Ca2 Permit Fee - IPa2 Permit Fee hgovestd Owner DUSTIN LAWING,75 PUTTERS VIEW,MAIDEN NC 28650 C:828-217-3525 NAME TO APPEAR ON PERMIT Dustin Lawing _ SITE ADDRESS: 515 S 8TH AVE,MAIDEN NC 28650 PIN# 364610355479 NAME of SUBDIVISION: Lot# Section/Block PROPERTY SIZE: Square Feet Acres 7.52 DIRECTIONS: Bus 321 Hwy,Turn right on S 8th Ave,Property on Left toward end PRIMARY CONTACT: Owner SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPLY: Private Well DESCRIBE WORK: 11/13/2023 REVISED TO a2 IP/AC revised home to 110x52 New 110x60 SFD with 4 Bedrooms on Crawl Space, 10x30 Inground Pool with 30x50 concrete***Maiden Zoning Attached 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 vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 4 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 110x52 SFD, 10x30 Pool w 30x50 Concrete #OF NEW BEDROOMS:: 4 BASEMENT? No BASEMENT FIXTURES? No PLUMBING REQUIRED?Yes Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: YES Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO ehappli,ation 11/13/2023 08:50 Page 1 of3 4413• CATAWBA COUNTY Case# RBPR-07-2023-44845 Public Health Department fit Subdivision Environmental Health Division e ""�� PIN# 364610355479 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 /g sM NAME ON PERMIT: (DUSTIN LAWING),75 PUTTERS VIEW,MAIDEN NC 28650 ( Dustin Lawing) Site Address: 515 S 8TH AVE,MAIDEN NC 28650 Property Size: Square Feet Acres 7'52 Directions: Bus 321 Hwy,Turn right on S 8th Ave,Property on Left toward end 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. j J� Date: I 0 — Signature of Applicant or Agent j �C/G�+�' ✓//L If you need further information or assistance please call 828-465-8270 AREA5 *************************S*********************S************************************************************ 'FEENAME DATE'' • FEE AMOUNT ,'! Authorization to Construct Fee(New/Expansion) 07/10/2023 $300.00 Fee Improvement Permit Fee 07/10/2023 $150.00 Well Permit& Inspection Fee 07/10/2023 $300.00 TOTAL FEES $750.00 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) eliapplic Lion I I/13/2023 08:50 Page 2 of3 Permit#: t"STATE cp ' NC DEPARTMENT OF I! ROY COOPER•Governor I KODY H.KINSLEY•Secretary ' P HUMA;'' SERVICES J MARK BENTON•Deputy Secretary for Health `i' ""� jl 1' SUSAN KANSAGRA•Assistant Secretary for Public Health Division of Public Health • • Submittal Includes: ](a2)Improvement Permit \[](a2)Construction Authorization 0 Fee$ ` IMPROVEMENT PERMIT FOR G.S.130A-335(a2) County:CocVou.,V) PIN/Lot identifier:3(o 461o35'54-7 9 Issued To:T1jth ^ LCtUk Property Location: 51t S. Ave Makteira at(050 Subdivision(if applicable) Lot#: Block: Section: LSS Report Provided: Yes Q"No 0 If yes,name and license number of LSS:' Qf1r%U ph}a_7 „ 2\`OumS fit►10.3% New Err. Expansion 0 System Relocation 0 Change of Use 0 Proposed Structure: c2St.i.p,hk\0..\ Number of bedrooms: 4 Number of Occupants: 1 Other. Design Wastewater Strength:Q$omestic 0 high strength 0 industrial process Proposed Design Daily Flow: (-1.1%,QI GPD Proposed LTAR(Initial):O•o�,s aab— � ( ) Proposed LTAR(Repair):�• Proposed Wastewater System Type*: cN C‘ (Initial) Pump Required: ®'Yes 0 Na 0 May be required Proposed Wastewater System Type': p1 (Repair) Pump Required: ©ges 0 No 0 May be required *Please include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Saprolite System(initial):0 Yes Q.No Saprolite System(repair):❑Yes [Ho Fill System(Initial):0 Yes Digo 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):0 Yes t3 VVt If yes,specify:0 New 0 Existing (when adding more than 6 inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): Usable Soil Depth(Repair): Sd Max.Trench Depth(Initial)*: Max.Trench Depth(Repair)*: 8.(7 s Measured on the downhill side of the trench Artificial Drainage Required: ❑Yes glib If yes,please specify details: Type of Water Supply:Q'Frivate well 0 Public well ❑Shared well 0 Municipal Supply ❑Spring 0 Other: Drainfield location meets requirement of Rule.1945: Yes[rNo 0 Drainfield location meets requirements of Rule.1950: Yes['No 0 Permit valid for:Efill7e years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: Licensed Soil Scientist Print Name:t : 1� ���� O Licensed Soli Scientist Signature: /��' ) /� / Date: / 3� The LSS evaluation Is being submitted pursuant to and meets the regrlrements of G.S.130A-335(a2). °See 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 ADDRESS:1632 Mail Service Center,Raleigh,NC 27699-1632 www.ncdhhs.pov • TEL.919-707-5854 • FAX•411:1-R45-35179 Permit#: CONSTRUCTION AUTHORIZATION FOR G.S. 130A-335(a2) County: Cy,pbp% PIN/Lot Identifier: a04(p t(-115 4{' c Issued To: - Lau. Property Location:S\S S. %kb"Art Aloal 't,+r1 actc(aSO AOWE/PE Plans/Evaluations Provided: Yes[r No❑ If yes,name and license number of AOWE/PESaWtt0.1 Acteilei Poi '‘OO6)C Facility Type:c-e%k4.2N-M0.` ( -New 0 Expansion ❑Repair 0 System Relocation []Change of Use Basement? ❑Yes [}'No Basement Factures? ❑Yes [�pS Type of Wastewater System' cee. G1 (initial) Au!?P.6241, (Repair) 'Please Includes system classiflcatlon for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Design Daily Flow:4%Q GPD Wastewater Strength:la omestic ❑high strength ❑industrial process Session Law 2014-120 Section 53,Engineering Design Utilizing Low-flow Fixtures and Low-flow Technologies? Yes lalgifr (if yes,please provide engineering documentation) Installation Requirements/Conditions Septic Tank Size: IOOC gallons Total Trench/Bed Length: 5-8° feet Trench/Bed Spacing: 9 feet on center Trench/Bed Width: inches LiAR: O.sts gpd/ft2 Soil Cover: inches Slope Corrected Maximum Trench/Bed Depths: 3C) inches :Measured on the downhill side of the trench Aggregate Depth: inches above pipe inches below pipe inches total Pump Tank Size(if applicable):li/ 1000 gallons Requires more than 1 pump? ❑Yes ❑No Pump Requirements:Ic•Gbft.TDH vsn 2 IeGPM Grease Trap Size(if applicable): gallons Distribution Method: ❑Serial ❑D-Box or Parallel [-Pressure Manifold(s) ❑LPP 0 Other: Artificial Drainage Required: Yes❑ No El-Wyes,please specify details: Legal Agreements(if the answer is"Yes"to any type of legal agreements,please attach a copy of the agreement.) Multi-party Agreement Required[.1937(h)j: ❑Yes [}No Easement,Right-of-Way,or Encroachment Agreement Required[.1938(j)j: ❑Yes ago Declaration of Restrictive Covenants: ❑Yes ENO Pre-Construction Conference Required: Yes❑ No 9- Conditions:See. &Q,Sk5v� 1"r t oo r Pict fo c wiu.54/2 5u.J, irtpeJ f-i The construction and installation requirements of Rules.1950,.1952,.1954,.1955,.1956,.1957,.1958,and.1959 are incorporated by reference into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. AOWE/PE Print Name: 1 D ) , t Expiration D te: Y1 17 AOWE/PESignatur �� ,? Date: ( 3 �"�.�. i•Ilra.;7.•; -,:. This AOWE/PE submittal is pursuant to and meets the requirements of G.S.130A-335(aWiiiiCa5).'. -I° A •C8°1 G tiCn . i 4u Mu�+tLtr f. iSl_ r.. `10027E , ` °See attached site sketch° u l;�, FINES-TRY Ii OF THE iCAROLINAS, 'P,4 www.soilandforestryservices.com Project#:23-0114 September 25th,2023 Dustin Lawing Attn: Dustin Lowing Email:dustinlawing@gmail.com RE: Soil&Site Evaluation for a 4 Bedroom Residence at 515 S.8th Avenue,8.977 ac Parcel, PID#364610355479,Maiden,NC 28650,Catawba County,NC. Dustin: 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 submittals to Catawba County Health Department. Site Conditions At the time of our evaluation land cover on the property was mostly wooded on the property except the cleared area for house and primary septic field.Topography within the evaluated area was gentle slope near the house site with gentle percentage of slope in the proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Helton Surveying&Mapping, PLLC. The Surveyor provided an Autocad File of the survey as a basemap. The proposed septic layout was located via GPS& tape measure which was used to produce the attached Site Plan.The house envelope/pool was pinned in the field by the owner. Methodology We evaluated soil areas through the use of auger borings&backhoe pits(previously dug). Soil morphological conditions including color,texture,structure,etc.were reviewed in the field with four boring locations and 5 backhoe pits on the property.They were flagged and located via GPS. All of the auger borings and 4 of the backhoe pits are located in the proposed septic areas.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 boring.The house envelope was located via GPS.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 measure. Detailed system&repair information is summarized in the following paragraph for this Lot. 515 S.8th Avenue-PID#364610355479(See Attached Design) The septic layout for this lot(9'centers)yielded a total of 543 linear feet of line.The primary system is proposed as 500 linear feet of Accepted(20%Reduction)drainfield with pressure manifold distribution. Trench depth(Low Side)is specified at 30 inches.The repair system is proposed as 534 linear feet of Accepted(20%Reduction)drainfield with pressure manifold distribution. Trench depth(Low Side)is specified at 20 inches.An on-ground layout of the repair field was not performed.There is 20,000 SF of suitable area designated for the Repair.This is more than sufficient available space for the system specified. Field contours will be established upon installation of repair. Session Law Requirements All information needed to issue the IP must be submitted with the application.The application shall include all information described in 15A NCAC 18A.1937(d)and be accompanied by a signed and dated statement from the applicant(owner or owner's legal representative)that reads as follows: \ "The LSS/LG evaluation(s)attached to this application is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2)and(a3)." Owner Date * Print Name r Jo STD') 1-G(,,/i nj ie Signature rJ)(,/ --�._ I I- l 3- Z3 The LSS evaluation shall include a statement bearing 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 515 S.8`h Avenue-PID#364610355479.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_. .r•aq: --rAi ion. S&FS also offers septic system inspection,wetland . delineation and forest cesS 0 I L s �. c Sincerely, �", � .: .....,r ,C !T • toff) S.Ashley Rollans,LSS\' F iv, ?? GP Attachment: Septic Desig . _� �St. :- ; for Local Health Department/NCDHHS I understand that the documentation and fees,as required in G.S. 130A-335(a2),(a3),(a5),and(a6), attached to this application are to be used to issue an Improvement Permit and/or Construction Authorization pursuant to G.S. 130A-335(a2),(a3),and(a5). I understand that authorized county and state officials are granted right of entry to the property indicated on this application to conduct necessary inspections to determine compliance with applicable laws and rules.I understand that if the information in the application for an Improvements Permit and/or Construction Authorization is falsified,changed,or the site is altered,then the Improvement Permit and Construction Authorization shall become invalid. �� -- 13 Applicant Signature:�I )6kA Date: )l- 23 N\e' Owner's Signature: I t/� � Date: I I- /3— �3 SOIL & FORESTRY SERVICES , pF THE ["'A ROLIN'1a 5, PA • www.soilandforestryservices.com Attached is a proposed design for an Accepted(25% reduction)Septic System with Pressure Manifold distribution for a 4 bedroom single family residence at 515 S.8th Avenue, Maiden,28650 Catawba County,NC.PID(364610355479). Contents: Page Information for the Installer 1 Design Information Design Specifications 2-3 Layout Specifications 4 System Tapsheet 5 Pressure Manifold Diagram 6 Site Plan/System Plan 7 Calculations --r__ 8 Profile Descriptions - A. —— - p Ate?'°-„..si,0607(r ,—J� g ..,. Application -=�-/ i`-�= ► - :yam'. 1 • lent provided IP Form ---- r- j �i 1 i 10 CA Form '44. ,. b. 0�, RT 1- September 25,2023 Project No.23-0114 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 DHHS, and certification supplied by the manufacturer. - Tanks shall be water tested prior to installation. - The installer shall be responsible to the owner for placement of the tanks and to insure that final grades are returned to the original natural grade,with exception of added structural features. - The supply trench shall be compacted to eliminate cavities left during initial fill placement. - Installation of the system shall be during dry conditions in order to protect the soil structure. - All fittings shall be pressure rated fittings. - All joints shall be cleaned with PVC pipe cleaner and a heavy bodied glue applied to weld all joints. - Trenches shall be carefully excavated so the bottom is within 2"from the highest to . the lowest points of elevation within the trench. If the bottom elevation needs adjusting after it has been trenched,it will be done by removing high points rather than filling low points. It is extremely important to insure that trenches are not over excavated during initial trenching. All fine grading within the trench will be hand done with a shovel. No loose material will be left in the trench - All pipe openings in the tanks shall be properly grouted. This also applies to the joints around the riser. - All tanks shall be properly back filled and compacted to prevent slump at a later date. - Earth dams, constructed of relatively impervious material,shall be installed at the beginning and end of each lateral. - No heavy equipment shall be used on the field during or after installation. The use of a small loader(i.e. Bobcat)or a trencher(i.e. Ditch Witch 2300/2310)may be used for installation. - Elevations at pinflag locations should be checked by the installer prior to beginning trenches. - 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 an Accepted 25%reduction installation w/Pressure Manifold. - Repair is specified as an Accepted 28%reduction installation with Pressure Manifold. - Rake trench walls,lime sidewalls, install trenches 36"wide and have no more than 1/4" fall in 10 feet. 2 PRESSURE MANIFOLD SYSTEM FOR WASTEWATER TREATMENT Owner/Applicant: Dustin Lawing Address: 515 S.8th Avenue Maiden,NC 28650 Phone: 828.217.3525 County: Catawba Location: see above Source of Wastewater Flow: 4Bedroom Single Family Residence Estimated Daily Wastewater Production: 480 gpd System Flow: 22.69 Design Specifications Drainfield Size: 500 Loading Rate: 0.25 Depth of Gravel in Trench: NA(25% reduction) Gravel Size: NA(25%reduction ) Trench Depth (low side): 30 in. Repair Trench Depth 20 in. Trench Width: 36 in. Septic Tank Size: 1000 Pump Tank Size: 1000 Estimated Supply Line Length: 134 Supply Line Diameter: 2 in. SCH 40 PVC Supply Line Volume: 23.32 Dosing Volume: 228.55 Supply Manifold: 4 in. SCH 80 PVC Supply Manifold Length: 4 ft. (minimum) 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: 2.39 Elevation Head: 10.10 Total Dynamic Head: 16.66 Threaded Union: In Tank Gate Valves: 1 in Tank 1 at Pressure Manifold Check Valves: In Tank Anti-Siphon Hole: NA Additional Comments: Soil suitability was performed by Soil& Forestry Services of the Carolinas, PA. 3 515 S. 8th Avenue PRESSURE MANIFOLD DESIGN DESIGN FLOW: 480 SOIL APPLICATION RATE: 0.25 TOTAL AREA TRENCH BOTTOM: 1500 TOTAL LATERAL LENGTH: 500 NUMBER OF FIELDS: 1 LATERAL LENGTH REQUIRED PER FIELD: 480 SUPPLY LINE LENGTH: 134 TOTAL DYNAMIC HEAD: 16.66 MANIFOLD SIZE: 4 in.SCH 80 PVC DOSING VOLUME: 228.55 PUMP TANK DRAW DOWN*: 10.9 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 Specifications-515 S.8th Avenue Project#:23-0114 LAYOUT FOR 4 BEDROOM HOME September 25,2023 FLAG FLAGGED DESIGN LINE# COLOR BS HI FS ELEVATION LINE LENGTH LINE LENGTH TBM (TOG@OAK) 2.90 102.9 100.00 HOUSE (left rear) 6.70 96.20 PUMP TANK 8.00 94.90 INSTR. 1 1 YELLOW 3.70 99.20 70 70 2 BLUE 4.00 98.90 73 70 3 PINK 4.40 98.50 79 70 4 RED 4.80 98.10 86 82 5 ORANGE 5.20 97.70 87 82 6 YELLOW 5.70 97.20 53 42 7 BLUE 6.20 96.70 48 42 8 PINK 6.80 96.10 47 42 Total 543 500 SOIL LOW SIDE LINE LTAR SYSTEM LTAR TRENCH TRENCH LENGTH GPD/FI'2 TYPE GPD/FT2 SYSTEM DISTRIBUTION DEPTH *System 500 0.250 ACCEPT. 0.250 25%RED PRESSURE 30" MANIFOLD Repair 534 0.225 ACCEPT. 0.225 25%RED PRESSURE 20" MANIFOLD Notes: **All measures in feet **Nitrification lines are demonstrated on contour via colored pin flags **Nitrification lines,pits,borings,house and pool were located by GPS. 5 PRESSURE MANIFOLD TAPSHEET-515 S.8TH AVENUE SYSTEM Line# Color Elevation Lenath klole Size Flow/Tan Trench Area Line LTAR 1 YELLOW 99.20 70 CONNECTED 2 BLUE 98.90 70 CONNECTED 3 PINK 98.50 70 CONNECTED TOTAL LINES 1-2 98.50 210 SCH 80 3/4 10.1 630 0.16 4 RED 98.10 82 CONNECTED 5 ORANGE 97.70 82 CONNECTED TOTAL LINES 4-5 97.70 164 SCH 40 1/2 7.11 492 0.15 6 YELLOW 97.20 42 CONNECTED 7 BLUE 96.70 42 CONNECTED 8 PINK 96.10 42 CONNECTED TOTAL LINES 6-8 97.20 126 SCH 80 1/2 5.48 378 0.15 total feet = 500 gal/min= 22.69 Des.Flow 480 Pump Run= 10.07 soil LTAR 0.25 LTAR+5% 0.2625 LTAR with ACCEPTED 0.333333333 LTAR with ACCEPTED+5% 0.35 N --...,_ W . 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E a 5 Air g cren- b f i _AL._ l 1 " ...a._ m = l 1 8 CALCULATIONS Location 515 S. 8th Avenue Maiden, NC 28650 Project Number 23-0114 Lot No: NA No. of Bedrooms 4 Design Flow 480 gal/day LTAR 0.250 9pd/ft' 25% RED.? (YES OR NO) YES Supply Line Length 134 ft Supply Line Volume 23.316 gal. FRICTION FACTOR INTER PO LATER Required Feet of Line 480 ft. 2" SCH 40 PVC Amount of Line from Layout 500 ft. GPM f 20 0.84 Gallons per Minute 22.69 gal', -0.88 25 1.27 Required Septic Tank Capacity 1000 gal. -1.28 Minimum Standard Tank Size 1000 30 1.78 -1.76 Lateral Line Volume 326.5 gal. 35 2.37 -2.25 Dosing Volume 228.55 gal. 40 3.03 Note: Dosing Volume based on 70%of 43.07 3.48 lateral line volwie 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 10.9 Generic Draw Down of 21 gal.per in. Pump Run Time 10.07 minutes Elevation Head 10.1 ft. Pressure Head 2 ft. Friction Factor 1.78 ft./100 ft. (From the interpolator.) Friction Head 2.39 ft. Total Dynamic Head (+15%) 16.66 ft. Sheet 1 of 1 PROPERTY ID#: 364610355479 COUNTY: Catawba SOIUSITE ELALUATION for ON-SITE WASTEWATER SYSTEM (complete all I elds in full) OWNER: Dustin Lawing APPLICATION DATE: ADDRESS: 120 Rockin J Rd Maiden NC 23650 DATE EVALUATED: 9/7/2023 PROPOSED FACILITY: 4 bedroom Residence PROPERTY SIZE: 8.98 LOCATION OF SITE: 515 S 8th Ave Maiden NC 26150 PROPERTY RECORDED: yes WATER SUPPLY: E Private ❑ Well ❑ Spring E Other EVALUATION METHOD: D Auger Boring Q Pit ❑Cut TYPE OF WASTEWATER: E Sewage ❑Industrial Process ❑ Mixed P R O SOIL MORPHOLOGY OTHER F .1940 HORIZON (.1941) PROFILE FACTORS LANDSCAPE PROFILE I POSITION/ DEPTH CLASS L SLOPE% (IN') 1942 &LTAR E .1941 .1941 .1943 .195E .1944 STRUCTURE/ CONSISTENCE' SOIL SOIL SAPR RESTR # TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ rru AR 0-8 BSLGR FR SS SP PS 0.275 SHALL 8-29 RBCWMABK FR SS SP fsap PS 0 3 DEEP P1 U5% 29-48 RBCLWFSBK FR SS SP f-csap 48 0-5 BSLGR FR SS SP 5-34 BRCWMABK/SBK FR SS SP fsap P2 L/5% 34-48 RBCLWFSBK FR SS SP fsap 48 PS 0.3 0-7 BSLGR FR SS SP 7-34 BRCWMABK/SBK FR SS SP fsap P3 U5% 34-48 RBCLWFSBK FR SS SP csap 48 PS 0.275-0.3 0-14 BSLGR FR SS SP 14-33 YBSCWMSBK F SS SP cFe conddepl P4 U6% 33-48 YRSCWMSBK F SS SP cFe 48 PS 0 225 0-7 BSLGR FR SS SP 7-39 BRCWMABK/SBK F SS SP fyell litho P5 U6% 39-50 RBCLWFSBK FR SS SP fsap 50 PS 0.275-0.3 0-14 BSLGR FR SS SP 14-23 YBSCLWFSBK FR SS SP B1 U6% 23-40 YRSC/CWMSBIVABK F SS SP fFe 50 PS 0.25 40-50 RBCUSCLWFSBK FR SS SP csap -0......"........"N\ 0-11 BSLGR FR SS SP 11-25 BRCWMSBK F SS SP 5 I S B2 L'E% csap ��25-50 RBSCLWFSBK FR SS SP PS 0.3 �1 R r�, 0-7 BSLGR FR SS SP JL � 5�.. f,t 7-50 BRCWMSBWABK F SS SP f-c Fe �- t� �� �' l ' UP 25 0-12 BSLGR FR SS SP \"*, : / " 12-39 RBC/SCWMABK/SBK F SS SP fsap cFe chr3 \'_ B4 L/5% 39-50 RBSCLWFSBK FR SS SP csap t 9t1� /; � ,225 F O RT �,� DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1946) PS PS EVALUATED BY: Ashley Rollans System Types(s) ACCEPTED W/PM ACCEPTED W/PM OTHER(S)PRESENT: Chad Wagner Site LTAR 0.25 0.225 COMMENTS 11#11111 THIS IS NOT A PERMIT Case# RBPR-07-2023-44845 CATAWBA COUNTY HEALTH DEPARTMENT LK4vl : PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES g2 sM Residential Building Plan Review-Building New IMPROVEMENT-AUTH CONST- NEW WELL Ai 0.3 Réi' eci claktea*y Owner DUSTIN LAWING,75 PUTTERS VIEW,MAIDEN NC 28650 C:828-2I7-3525 NAME TO APPEAR ON PERMIT Dustin Lawing SITE ADDRESS: 515 S 8TH AVE,MAIDEN NC 28650 PIN# 364610355479 NAME of SUBDIVISION: Lot# Section/Block PROPERTY SIZE: Square Feet Acres 7.52 DIRECTIONS: Bus 321 Hwy,Turn right on S 8th Ave,Property on Left toward end PRIMARY CONTACT: Owner SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPL . Private Well DESCRIBE WORK: New 110x60 SFD with 4 Bedrooms on Crawl Space, 10x30 I • x50 concrete***Maiden Zoning Attached 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 vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 4 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 110x60 SFD, 10x30 Pool w 30x50 Concrete #OF NEW BEDROOMS:: 4 Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: YES Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO ehapplication 07/11/2023 14:51 Page 1 of 3 . g'" • THIS IS NOT A PERMIT Case# RBPR-07-2023-44845 y CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES 18. SM Residential Building Plan Review-Building New IMPROVEMENT-AUTH CONST- NEW WELL Owner DUSTIN LAWING,75 PUTTERS VIEW,MAIDEN NC 28650 C:828-217-3525 NAME TO APPEAR ON PERMIT Dustin Lawing SITE ADDRESS: 515 S 8TH AVE,MAIDEN NC 28650 PIN# 364610355479 NAME of SUBDIVISION: Lot# Section/Block PROPERTY SIZE: Square Feet Acres 7.52 DIRECTIONS: Bus 321 Hwy,Turn right on S 8th Ave,Property on Left toward end PRIMARY CONTACT: Owner SEWER TYPE: Septic Tank GALLONS PER DAY: 480 WATER SUPPLY: Public Water DESCRIBE WORK: New 110x60 SFD with 4 Bedrooms on Crawl Space, 10x30 Inground Pool with 30x50 concrete"**Maiden Zoning Attached 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 vacant lot EXISTING STRUCTURES ON SITE(IF ANY) DIM EXISTING STRUCTURE: NUMBER OF EXISTING BEDROOMS: #OF OCCUPANTS: 4 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 110x60 SFD,10x30 Pool w 30x50 Concrete #OF NEW BEDROOMS:: 4 Desired system types(Improvement Permit or Authorization to Construct): ACCEPTED: ALTERNATIVE: CONVENTIONAL: OTHER: INNOVATIVE: ANY: YES Other described: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO ehapplication 07/10/2023 09:17 Page 1 of 3 0!_• CATAWBA COUNTY Case# RBPR-07-2023-44845 Public Health Department Subdivision a Environmental Health Division PIN# 364610355479 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 NAME ON PERMIT: (DUSTIN LAWING),75 PUTTERS VIEW,MAIDEN NC 28650 (Dustin Lawing) Site Address: 515 S 8TH AVE,MAIDEN NC 28650 Property Size: Square Feet Acres 7'52 Directions: Bus 321 Hwy,Turn right on S 8th Ave,Property on Left toward end 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: 1— !U �'3 Signature of Applicant or Agent I /�� �� C/t-- i.e.,_ If you need further information or assistance please call 828-465-8270 AREA5 FEEI�t g� 6 PATE FEE AM©UNT .......w.,.a.��..«..� a� .�........�...... `-.a.. «.....i . wsi ,....,,_•_-T., s..w�rvw.. ,,. ....V ,.�eY.�a[�''»,..o..aw.H..:..�,F.w. «.. Authorization to Construct Fee(New/Expansion) 07/10/2023 $300.00. Fee Improvement Permit Fee 07/10/2023 $150.00 Well Permit&Inspection Fee 07/10/2023 $300.00 0 r J t Ri� 2 ,2 2,,,,,,, 4$7500t# E„4 paf. y °b'rgx..... . ,1,. r *.t w.ar.F MITI e, ..rn n . . . .. r .--..aaaa..ve': ...it it-E . ,..i, q. . ',..�$ata*dag 1 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) ehapplication 07/10/2023 09:17 Page 2 of 3 CATAWBA COUNTY Case#0v, RBPR-07-2023-44845 +Public Health Department Subdivision Environmental Health Division PIN# 364610355479 PO Box 389,100-A Southwest Blvd,Newton,NC 28658 NAME ON PERMIT: (DUSTIN LAWING),75 PUTTERS VIEW,MAIDEN NC 28650 (Dustin Lawing) Site Address: 515 S 8TH AVE,MAIDEN NC 28650 Property Size: Square Feet Acres 7.52 Directions: Bus 321 Hwy,Turn right on S 8th Ave,Property on Left toward end Catawba County Environmental Health Application;Evaluation,and Permitting Procedures For Septic Systems and Well Construction A. Applications 2. Prior to the lot evaluation,you must notify the 1: Complete applications must be submitted for Environmental Health Specialist assigned to your case, Improvement Permit(IP),Authorization to Construct(AC), that all required preparations are complete. The or Well Permit as applicable for proposed use The owner Environmental Health Specialist will visit the lot to flag:. or his authorized agent must sign all applications. areas where"soil test"holes or pits are to be dug for the 2. The current fee for each permit must be paid at the time soil evaluation. Test holes or pits shall be due in the the application is submitted. Applications will not be following manner accepted until all fees are paid. a: Holes or pits must be located as near as possible to 3. Complete applications must be accompanied by a plat the previously placed flags. prepared by a surveyor on a scale of no less than:1"=60', b. Holes or pits must be a minimum of 40 inches deeps or a site plan prepared by the applicant. A separate plat 4 feet lone.and 2 feet wide with sloped or stepped or site plan must be submitted for each lot applications access in and out.For safety reasons,at no time Plats or site plans must show all proposed property lines, should the pit be deeper than 44 inche& lot corners,home locations,all roads,bodies of water c. After holes or pits are dug,the applicant will notify (creeks,streams;lakes,ponds),existing wells within200', the Environmental Health Specialist and an evaluation all lot dimensions,easements,and right of way& date(s)will be scheduled: "Post holes"are not 4. Applications will be considered on a first-come,first-serve acceptable for a soil evaluation: basis and will be activated only when complete d. Exceptions to item 2.c.,will be granted if a backhoe applications are received'.. Incomplete applications will pit evaluation has been previously scheduled with the. not be activated: Environmental Health Specialist evaluating your lot. B. Evaluations 3.. The soil site evaluation will be conducted by evaluating 1. All lots must be properly prepared for evaluation in the each previously dug hole or pit in the manner prescribed following manner by current state rules: A soil profile from each will be a. All lots must be fully accessible.;Access roads must be described on a soil evaluation form for each lot at least"roughed in." Overgrown or very thickly application submitted. The soil evaluation form will wooded lots must be adequately cleared prior to include,but not be limited to,the following: evaluation to-allow for proper access. a: Soil profile description to include soil depth and b. All lot corners must be true corners(iron pins,axles,. characteristics etc:)and must be marked and readily indentifled in b.: Topographical features. the field'. All lot sidelines are to be flagged or strung c. Usable soil areas and locations the entire length and width of the lot Exceptions to d. Possible system type(s) flagging lot sidelines may be made if all corners can be e:. Problems and/or:unsuitable characteristics seen from any part of the lot. f. Determination of suitability for system and repair c. Proposed"cut lots must be marked as indicated areas on site plan or plat for IP only and will be required to 4. Well construction applications will be evaluated based be surveyed and recorded at the Register of Deeds on required location criteria as established by state well before an AC will be issued: regulations:: d. All home sites and accessory structures(garages,out- D. Notification buildings,pools,etc)as indicated on the plat must be The Environmental Health Specialist,upon completion of • staked or flanged on the lot at the time of permits for approved lots,etc.,shall notify the owner or evaluation. applicant(as indicated on the application)when permit(s)are, completed. Denial letter(s)explaining reasons for the denial Improperly prepared lots will not be evaluated and and addressing the appeal process will be issued in a timely will be placed in an inactive status. Applications will manner when lots are not approved for system installations: be reactivated when all required preparations are complete. These procedures will be required for all applications subject to approval under the current North Carolina Laws and Rules Note:Additional fees and delays may be incurred by for Sewage Treatment and Disposal Systems:(15A.NCAC 18A the applicant if the lot has not been properly 1900)and North Carolina Well Construction Standards(15A prepared for evaluation or if Items are not flagged NCAC 2C.0100) on site,indicated on the site plan,or subsequently changed. ehapplication 07/10/2023 09.17 Page 3 of 3 cata ba co ' my _- public health Application for Environmental Health Services THIS IS NOT A PERMIT Application is for:4 mprovement Permit X Authorization to Construct ❑New Construction 0 Existing;Facility New Septic 0 Septic Repair/Malfunction ❑ Septic Relocation 0 Septic Expansion 0 Existing System Inspection or Reconnection KNew Well 0 Replacement Well 0 Well Abandonment 0 Well Repair Property Address ,5)S" S 0f' lc)ve. ill hi er-N tic Z grGS'U Acres Subdivision Lot# Driving Directions to Property S i a.Ppf p •5 Ada h A te71 Describe work Applicant Name DU)ti,, 1,4,1,,,,--, • Applicant Address ).�() A.jr' -T 12.J iyi,dr n GAL 2 if'4,s-0 Phone '28'- 2/7- 3 S2-r _ Email i>v51-e% Le _:-•_s c 6•114:1 , C •01 Owner Name $,,,,.-- Owner Address Phone Email Contractor Name Contractor Address Phone Email Name to Appear on Permit? Owner ❑Applicant 0 Contractor Who will be the Primary Contact? VOwner 0 Applicant 0 Contractor Proposed New Construction-Residential . . Primary Residence New Residence 0 Addition to Residence #of New Bedrooms*j y #of Occupants / Project Description tfMu? ireSi 4Ci', Structure Dimensions,also specif ensions of decks&porches J/U X16°/ 'LII (Choose One) ❑Basement Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement El Yes ❑ No Retaining Wall>2' El Yes [��o Accessory Dwelling #of New Bedrooms'*j #of Occupants Structure Dimensions (Choose One) El Basement ❑Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes El No Retaining Wall>2' ❑ Yes ❑ No Accessory Streture(s)Describe Poc I Structure(s)Dimensions /U X 30 ?ue j / Ye Plumbing s ❑No Describe Plumbing Needed f 30x co i✓ <<„KK c . (Choose One) El Basement ❑CCr 1 Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes El No Retaining Wall>2' El Yes L(v No Multi-Family Residence #of Apartments #Bedrooms per Apartment*t Total#Bedrooms in Structure 41' #of Occupants Structure Dimensions (Choose One) El Basement ❑ Crawl Space ❑ Slab If Basement,Will There Be Water Using Fixtures In Basement ❑Yes ❑ No Retaining Wall>2' ❑ Yes ❑ No Well ConstLuction/Abandionm /Repair . . . Proposed Well Type Individual Well ❑Semi-Public Well ❑ Community Well Abandonment Type El Drilled El Bored 0 Dug ❑ Unknown Well Repair Requested ❑Yes ❑No Describe Will Certified Well Contractor Install Water Line or Electrical Line from Well Head to Pressure Tank?0 Yes 0 No Environmental Health Catawba County Government Center,25 Government Drive ( 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 El No Basement Plumbing ❑Yes El No. Existing Water Supply • El Individual Well El Shared Well—Number of Connections El Community Well ❑ County/City/Township Water Line Is a,public water supply available?*I' ❑ Yes El No •Commercial ❑Proposed New Construction El Ridsti'ng/Change of Use El Repair . . • . Food Service Specify Type #Seats Dining Area(Sq.Ft.) #Employees per Shift #of Shifts Church #of Seats Daycare El Yes ❑No #of Children #of Employees per Shift #of Shifts Commercial Kitchen El Yes El No Residential Kitchen El 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 j (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 swer to any question is"yes",applicant must attach supporting documentation. ❑Yes Does the site contain any jurisdictional wetlands? ❑Yes Does the site contain any existing wastewater systems? ❑Yes o Is any wastewater going to be generated on the site other than domestic sewage? Yes ►"'' o: Is•the site subject to approval by any other public agency? ❑Yes IX o 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 , ❑Alternative 0 Conventional 0 innovative 0 Other LY 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 kld,E SCHEDULE) Environmental Health soil/site evaluations require digging,angering,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 i nigation systems/sprinlder systems. Catawba County Environmental Health is not responsible for damage to uumnarked 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).Pennits.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 (DLvil i Date (2 `/U - 23 Printed Name of Owner or Legal Agent (�LS`I,'i1 7. • Catawba County Environmental Health 33 3, 3 .515 U " c w '"),r 0/ �a� 20211 /)'\ 396-65 Parcel: 364610355479, 515 S 8TH AVE MAIDEN, 1in=100ft 28650 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 2023 Catawba County NC 07/10/2023 7/10/23,8:47 AM Parcel Report Parcel Report - Catawba County NC Parcel Information: Owner Information: Parcel ID: 364610355479 Owner: LAWING DUSTIN J Parcel Address: 515 S 8TH AVE Owner2: LAWING KRYSTAL LEIGH City: MAIDEN, 28650 Address: 120 ROCKIN J RD LRK(REID): 35793 Address2: Deed Book/Page: 3795/0077 City: MAIDEN Subdivision: State/Zip: NC 28650-8488 Lots/Block:/ School Information: Last Valid Sale: School District: COUNTY Plat Book/Page: Elementary School: MAIDEN Legal: Middle School: MAIDEN Calculated Acreage: 7.520 High School: MAIDEN Tax Map: 066N 02005 Township: NEWTON School Map State Road #: TaxNalue Information: Tax Rates Zoning Information: City Tax District:All in County Zoning District: MAIDEN County Fire District: MAIDEN RURAL Zoning1: R-20 Building(s)Value: $0 Zoning2: Land Value: $36,900 Zoning3: Assessed Total Value: $36,900 Zoning Overlay: Year Built/Remodeled: / Small Area: Tax Revaluation 2023: Info, COMPER Split Zoning Districts: / Online Appeals Zoning Agency Phone Numbers Valid Sales (COMPER)for this parcel Contact Tax Dept. at 828-465-8436 Current Tax Bill Miscellaneous: Firm Panel Date: 2007-09-05 Building Permit Address Search for this parcel. Firm Panel#: 3710364600J If available, Building Permits for this parcel. Septic links 2010 Census Block: 5032 are not permits. 2010 Census Tract: 011702 Septic Final Permits prior to 08/2018, contact Agricultural District: Environmental Health. p/,4( A(e�Building Details �� l� % 6 pd ,/ !'� T 51) Voter Precinct: P20/Voting Map Parcel Report Data Descriptions 1 List all Owners Deed History Report Assessment Report &A) tkJe 6 t 43vb 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. ©2023,Catawba County Government,North Carolina.All rights reserved. gis.catawbacountync.gov/nomap/parcel_report.php?key=364610355479&type=u 1/1