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Home My WebLink AboutIMPV-11-2022-183426.tif w i4iy, CATAWBA COUNTY ij ". i.✓t! Public I1ealth Department Subdivision WYNSWEPTPH 5.2 1,w , y4 Environmental Health Division PIN# 387804713555 �\�t� PO Box 389,25 Government Drive,Newton,NC 28658 LOU 77 f rr Sits Address: 3225 TIMBER RUN LN, MAIDEN NC 28650 Name on Permit 'NEST HOMES LLC Property Size: Acres 0.86 Directions: intersection of Buffalo Shoals Rd&NC 16 S to left on Cayton Dr, left on Timber Run Ln Owner/Authorized Representative Acknowledgement of Permit Receipt 431 certify that I am the owner ur authorized agent(owner's authorization required)representing the owner of the property described above. ifAs the property owner or authorized representative, I have received the above referenced permit(s)as requested in the application for service RBPR-06-2022-41520,by the following method(s): Received in Person Facsimile Transmittal(Return form with signature required) Electronic Image Transmittal!E-mail (Return receipt required) As the property owner or authorized representative I have reviewed and understand the specific conditions of the permit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems(ISA NCAC ISA.1900), and/or Well Construction Standards(15A NCAC 2C.0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date: 11/02/2022p�—�, Owner/Authorized Representative Signature_C I � _. _________, e7 Date tiliIl 2/"`2 Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by _ (name ofperson sending permit) Signature /E i Date/Time I 11 ZZ- Method: Fax V Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from youPlease ttake a few momentts tto complette our custtomer service survey att http://wwbv.surveymonkey.com/s/DiCusttornerService h pe5hh e oestivrxes, Pam. r P „pc.. 11/02,2022 15,52 = • CATAWBA COUNTY Case# IMPV-11-2022-183426 F. t ,Z Public Health Department Subdivision VVYNSVVEPT PH 5.2 d -I Environmental Health Division PIN# 3677804713555 PO Box 3R9,25 Government Drive,Newton,NC 28658 I,OT# 77 84 s. Site Address: 3225 TIMBER RUN LN, MAIDEN NC 28650 Name on Permit: *NEST HOMES LLC Property Size: Acres 0.86 Directions: intersection of Buffalo Shoals Rd&NC 16 S to left on Cayton Dr, left on Timber Run Ln Improvement Permit AN AUTHORIZATION TO CONSTRUCT MUST BE ISSUED PRIOR TO BUILDING PERMITS THIS PERMIT IS NOT FOR SEPTIC INSTALLATION Permit Category: New Septic Wastewater Flow 360 d 9•P. Type of Facility: Primary Residence Basement? No Basement Plumbing? No Bedrooms: 3 Water Supply: Private Well Maximum Occupants: 6 INITIAL SYSTEM SPECIFICATIONS Proposed Wastewater System: 25%REDUCTION System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP Pump Required REPAIR SYSTEM SPECIFICATIONS Repair System Required? Required Proposed Wastewater System: DRIP IRRIGATION System Classification: VA-SAND FILTER PRETREATMENT Pump Required ***** Operator Required Permit Conditions: *Do not cut,drive,fill, or grade over septic or repair areas. *This is an improvement permit only and is not intended for septic installation purposes. Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper drainage away from the septic system, including the direction of gutter flows or foundation drains,is not approved,and may result in failure to approve the initial system installation,or the suspension/revocation of existing permits. The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant /property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Improvement Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Improvement Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina'Laws and Rules for Sewage Treatment and Disposal Systems' (15A NCAC I 8A.1900). Neither Catawba County nor the Environmental I Iealth Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time. Any permit issued for a conventional system may be used for an accepted system without Environmental health authorization or permit modification.Please notify Environmental Health of this change prior to system installation. 11/02/2022 Authorized State Agent Permit Issuance Date 11/2/2027 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. clip:nuit 11/02/2022 15:52 ►P Ac t l gape ob-Zo2z- y►Szo Catawba County Environmental Health A4014 11- 2.22- 4,3Vf30 I,x,U it- 2°u- /83 yzz 3i9.96 • 43.59 321911 ca g 337.49 93 ' J )__, 1 C.) t 1.1 t3 9a, CP oee 35' o o Sr:A N rr - h. 1 3225 r . n putiI n r/ 7C . 8 , W pc.0tc.-c i i , ,....,• .-7.::, • a9 I. ipi.62 52.83 50 * i Parcel: 367804713555, 3225 TIMBER RUN LN 1 in=50ft MAIDEN, 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 liabilty,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 11/01/2022 F I J 6 SYSTEM Lim/ Sdtigi Ligratim L 9ffi InnthIna Idmi.1.611 1 62 SCH 80 12 6.4E 60.00 186 0.32 2 62 SCH 80 12 6.4E 60.00 186 0.32 3 62 SC118012 6.4E 60.00 186 0.32 4 80 SC1111012 6.4E 60.00 180 0.33 5 82 SC118012 6.4E 60.00 186 0.32 6 62 SCIi 80 12 6.4E 60.00 186 0.32 total feet = 370 gslhnin: 32.88 Des.Flow 360 Pump Rum 10A6 soil LTAR 025 (EZLAY lbw+5%) 02626 LTAR with WINOV.+5% 0.333333333 LTAR with INNOV. 0.35 Yenninger Soil Consulting, PLLC f I SITE/SOIL EVALUATION \-- 5//ZS1) Project No. 20-109 Phone No. Date: Oct 2019-Oct 2020 Location Wynswept Lot 77 Pin County: Catawba Property Size 0.865 Proposed Facility: Single Family Residential Water Supply: On-Site Well f J Evalnlation: Anger Boring ❑ Community 0 Pit Public ❑ Cut 0 Weather: Antecedent Moisture Surface Water: near FACTORS PROFILE 25 PROFILE 26 PROFILE S A. Landscape Position% 113 PROFILE 114 4 � x�� L-5% L-5% L-5% L-18% LEGEND Horizon I 0-6 0-40-5 _ 0-9 LAN Arg PCSfflON Textureolorred br br br br R Ridge busrfluvc sof ad sd sd s sbouldc/ •-q Structure wsbk wsbk w sbk w sbk L Linear Slate,. Consistence fr, as, sp fr, ss, sp fr ss sp fr ss sp S Foot S N Hoge Sf Boa H Had Ste'` Cc ^Honwion Depth II 6-35 4-30 (33) 5-30 9-24(32) Cv Convex Slope Color-Mansell red fed red red yell/red T Te Texture _ C c c dd P flood _ ii' Mottles f wr/sap f seprwr f sap/wr )`". Structure m sbk mabic sOlc sbk s sand Consistence fi s p fi s p fr s p fr s p ' Is Loamy ,�. . Sl r leg ' 1 loam Boundary wavy wavy si sift k Horizon Depth HI 35-55 33-44 30-60 24 (32)-48 sil silt loam Color-Mansell red c/d ... red c/d mho red bid't'ezaucd, wr,and sW sap wr/sap d oars Mottles inn wr/sap p Ind sap/Wr sd seedy e lIF*MO Structure w sbk w sbk wsbkhnasslve sc sandy ciao J Consistence fr ss$p fr as sp fr ss sp sic siltycta� zones>50%WR c day C W.)- y wavy boundary Boundar overall PS to 34" Ns xwaa Horizon Depth IV with red d soil Ss si' - Color Mansell S sticky A —7'S Texnue Mottles vs very sticky Structure - Np a3- _ .. .f._."` Consistence P Boundary Vp very pt"1.!t Soli Wetness /e R #i Live Horizon vrr very friaTik� fr friable Saptollte fi him ��a • LIAR 0.25 0.25 0.25 0.1 yfi Classification overall PS to 35 , overall PS 33 overall PS to 34" overall PS to 24" TS-I Drip s ilia" preliminary ecu evaluation for t adl profile descriptions fromWynswept2.LLC/Neet Homes and 2020 Pe,muting vrHh the CCHD. grarnga: aiI prtee daakriora LTAR,and a•suia.pat reviewed veil.Moon Boyd or coax sot and system Haase be approved and pad by me WHO. !AI1CAd18A IOW adkaInLTARragaarO.tb0.1ppdMpaiw pab 1 +e IV day ea and 0.3 b D.8 ep,yeylt tvr aro%) IN clay bonsai. Play flr prismatic Qom,, ,/ La 9t � m f ti r 1 , �� 1 •ram .4E: ;tt, A (?4" , .„IimixitimPw-- ri, ii, .. __. .r rQIN _ji:4401010- 11 li •,. r •. 1 Or d„..Al ............ — la 0/ .91 'Plillik '' . A . ----t--.... -, g-i-5 ___ _ ___ • csi Any .... ..... _yr mrl ,-- --- .s 1... _ , ..-- -.- i r•••- ilissiatimmi ..., ..-- ' -- .-- _.- _E.- — I- --....,_ -- .. .....,. _ , 6 ri I-- --- ---....----.....--- - p.......„,,,Tr. -J:4,-..... - . v.: jf ---0 .� �,,,,r �r� Y , V" in id. 'a' be- a 95' a t.k.;.,CQ, 1 1, .14' I ,e" , • ..... t'' U40 // 1 07 - .... A_.. . , ..--• iii, 4....... rio t..... „ . . VW% • 0 r•-•-wg co , ''',4 4 .-4 1:8 ,s' -.* ss , 4.,, it z • •r4 a , .......1 ,i, ,.ot tn sit .1,-4 PAP •••-• a_ b _ ...... -...---s o, . : _------- - \ 5 I V b , u) ..... .. give Is n 9 Pcli -.6... 1 0# •g0- a I ; b _ y 5i.7• • S 49 r 1 0.0°\ t _.,Z.- 0 a: LIiS2Q 20 CALCULATIONS Location Project Number Lot No: No. of Bedrooms 3 Design Flow 360 gil�y LTAR 0.25 gliIn2d.y EZ-Lay? (YES OR NO) YES Supply Line Length 60 ft. Supply Line Volume 10.44 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 360 ft. 7'SCH 40 PVC Amount of Line from Layout 370 ft. GPM f 20 0.84 Gallons per Minute 32.88°al/,,,,,, plus 2 -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 241.61 gal. 35 2.37 '' .,. -2.25 Dosing Volume 169.13 gal_ 40' 3.03 Note: Dosing volume based on 70% 43.07 3.48 o/the/antrat tine vdume. 45 3.77 48,14 4.28 50 4.58 57.11 5.89 60 6.42 Tank Draw Down 8.1 Generic Draw Down of21 gar.per in. Pump Run Time 5.14 minutes Elevation Head B ft. Pressure Head 2 ft. Friction Factor 2.37 ft./100 ft.(From the interpolator) Friction Head 1.42 ft. Total Dynamic Head(+15%) 13.14 ft.