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HomeMy WebLinkAboutEHPR-03-2022-40352.TIF Catawba County Environmental Health 4 pki. 03 ... 1020(2) .. yej3E0? / (W#- (165) - OA ,o O (U f_a ro0 h b c (---... 1uT�t"5/D,—*,v� i CJ (235 •3121 r •3123 MC 1 ra 269 26g.66 Parcel: 269918410105, 3121 PLATEAU RD 1in=501t NEWTON, 28658 ` 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 end labeling Information contained on this map or data on this report Catawba County promotes and recommends the independent verification of any data oonteined 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 liabaily,whether direct.indirect or consequential which anses or may arise from this map/report product or the use thereof by any person or entity. Copyright 2021 Catawba County NC 08/05/2022 nua on of Environmental Health itn and Natural Resources ,:r,. Sheet: 1 of 1 -Site Wastewater Section Property ID:269918410105 Lot tt: SOIUSITE EVALUATION Files: for ON-SITE WASTEWATER SYSTEM AppiD: EHPR-03-2022-4Q35Z Owner.. Cr s r ads Family Medical Address: Application Date: 3/10/2022 3121 Plates Rd tm91 N(`ilm Date Evaluated:4/10/2622 Proposed Facility, fag hannprt Design Flow(.1949) 175 GPD Prop erty Size: Location of Site: 3131 Plateau Rd.Newton.NC 28658 Property Recorded: Water Supply: [ j Private Well [X]Public Water [ )Spring ( 1 Other Evaluation Method: [X]Pits [ I Auger Boring I ]Cut Type of Wastewater: [X)Sewage [ I Industrial Process I I Mixed • 0 SOIL MORPHOLOGY b F 1941 PROFILE FACTORS 1 .1940 .1942 - L Landscape Horizon .1941 .1941 Soil 1943 1956 .1944 Profile E Position/ Depth Structure/ Consistence Wetness! Soil Sepro Rest/ Class Slope% SIN,) Texture Mineralogy Color Depth(IN.) Class Horiz &LTAR 1 CC 0-16 Fill C/M FR,SS,SP,SEXP 52" U 8-10% 16-52 C/WSBK VFI,SS,SP,SEXP 2.5Y fill(ci?32' 2 CC 0-9 Fill C/M FR,SS,SP,SEXP 48" U 8-10% 9-48 C/wSBK VFI,SS,SP,SEXP 2.5Y 8/1 ®18" 3 L 0-7 C/wSBK FR,SS,SP,SEXP 52" PS 5-8% 7-24 C/SBK FI,SS,SP,SEXP 0.3 24-53 C BC/wSBK FI,SS,SP,SEXP i , Description Initial System Repair System Other Factors(.1946): Available Space(.1945) Soil Evaluation By: Eric Price System Type(s) Others Present: Site LTAR Site Classification(.1948):Ea Site Evaluation By: Others Present: . eHPR-03-2-ozz -0352 Catawba County Environmental Health Pit toca/1e>45. c Si ei 4 (165) IT 00 ,O� Ni, (Soso 4% O I/ a- '4', © ©��, C.) -A \\70 a �� `�'G 44 \ 0 ) \\ s. o 111) O Q mis 1a I (2.P4,2 1OA •3121 • 111 Q Zs- 01 1044 1 044 \,.i.\\ -s 4111, \'''''''''''''''%'s-1046—,,,'""^4046 v o gap To `'`su .tt3-,.----' 'dal \ .. ..,../.... \ cel: 269918410105, 3121 PLATEAU RD 1 in=50ft VVTDN, 28658 nap►report product was prepared from the Catawba County,NC Geospatlal Information Services. Catawba County has made substantial efforts tire the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends %pendent verification of any data contained on this map/report product by the user,The County of Catawba,its employees,agents,and met,disclaim,and shall not be held liable for any and an damages,loss or liability,whether direct,indirect or consequential which arises or may roam this map/report product or the use thereof by any person or entity. Copyright 2021 Catawba County NC 06/25/2022 r el . {sWN ._k S co * C G tv gpra, mN O ca' cb rw II VI3v o 8 r Dcpa aoo000 I . II lu m r� mxC) � I a owj3 Q V V V 1:* f.f OO ' - •yi W .13 O 0 � ? A 0000)) 0) 0 7,1 s j n aaaaa V m tv r 8809P as 0 0 °' rn a) y 1 I rn ....A 20 CALCULATIONS Location doc office Project Number Lot No: No. of Bedrooms:5t. t' ±`0 Design Flow 175 9ral'day LIAR 0.3 9"/n2dey EZ-Lay?(YES OR NO) YES Supply Line Length 30 ft. Supply Line Volume 5.22 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 150 ft. 2"SCH 40 PVC Amount of Line from Layout 150 ft. GPM f 20 0.84 Gallons per Minute 21.33 981/m;n -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 97.95 gal. 35 2.37 -2.25 Dosing Volume 73.46 gal. 40 3.03 Note: Dosing Volume based on 70% 43,07 3.48 of the lateral line volume. 45 3.77 48.14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 3.5 Generic Draw Down of21 gal.perin. Pump Run Time 3.44 minutes Elevation Head 11` ft. Pressure Head 2 ft. Friction Factor 0.88 ft./100 ft. (From the interpolator.) Friction Head 0.26 ft. Total Dynamic Head (+15%) 15.25 ft.