Loading...
HomeMy WebLinkAboutAUTH-11-2023-207711.TIF .f I .S1I�e CATAWBA COUNTY Case# AU'1'Ii-11-2023-20771 i ,Q(..,i.IR Public Health Department Subdivision d Environmental Health Division PIN# 267901366382 PO Box 389,25 Government Drive,Newton,NC 28658 LO"l'# 1; . s. Site Address: 4591 OLD SHELBY RD, HICKORY NC 28602 Name on Permit: CHARLES YOUNG Property Size: Acres 13.95 Directions: Hwy 10 to Providence Church Rd at the end. Turn right, house in on the left before the bridge. Owner/Authorized Representative Acknowledgement of Permit Receipt _I certify that I am the owner or authorized agent(owner's authorization required)representing the owner of the property described above. As the property owner or authorized representative, I have received the above referenced permit(s)as requested in the application for service EHPR-09-2023-45600,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(15A NCAC 18A.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: 11/06/2023 Owner/Authorized Representative Signature Date Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of person sending permit) Signature Date/Time - Method: Fax 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 yoiPlease ttake a few momentts tto complette our custtomer service survey aft http://www.surveymonkey.com/s/EHCusttomerService chpemiit 11/08/2023 I3:34 i _ �134 • CATAWBACOUNTY Case# AUTH-Il-2023-20771I F. .}.ii , Public Health Department Subdivision -- Environmental Health Division PIN# 267901366382 lig PO Box 389,25 Government Drive,Newton,NC 28658 LOT# /842 ." Site Address: 4591 OLD SHELBY RD, HICKORY NC 28602 Name on Permit: CHARLES YOUNG Property Size: Acres 13.95 Directions: Hwy 10 to Providence Church Rd at the end. Turn right, house in on the left before the bridge. Authorization to Construct Permit Permit Category: Repairs Wastewater Flow: 360 g.p.d. Type of Facility: Primary Residence-Existing house Basement? No Basement Plumbing? No Bedrooms: 3 Water Supply: Private Well Maximum Occupants: 6 Soil LTAR: 0.3 g.p.d./ft2 WASTEWATER SYSTEM REQUIREMENTS Proposed Wastewater System: 25% REDUCTION System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP Septic Tank: New Tank: 1,000 gal Pump Tank 1,000 gal Grease Trap gal Dosing Volume 137 gal Pump Specs: 29.4 GPM @ 75.9 TDH Pressure Head 2 ft Draw Down 6.5 in Drainfield: Total Area: sq ft Total Trench Length: 300 ft Aggregate Depth: in Maximum Trench Depth on Downhill Sidewall: 28 in Minimum Soil Cover: 6 in Minimum Trench Separation: 9 ft on center Number of Drain Lines: 5 Trench Width: 3 ft Distribution: Pressure Manifold Pre Treatment: NONE Pump Required Additional Specifications: *See pressure manifold spec sheet for all design specifications *SCH 80 1/2"taps for pressure manifold *The tanks must be at least 50 feet from both wells. See also attached site plan. 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. >>>>> Do not install system under wet conditions <<<<< PROPOSED REPAIR Repair System Required? Soil LIAR: g.p.d./ft2 Proposed System: System Classification: 11/29/2023 11:51 f , \ CATAWBA COUNTY Case# AUTH-11-2023-207711 f�-�\ Public Health Department Subdivision Environmental Health Division PIN# 267901366382 PO Box 389,25 Government Drive,Newton,NC 28658 LOTH 8 w Site Address: 4591 OLD SHELBY RD, HICKORY NC 28602 Name on Permit: CHARLES YOUNG Property Size: Acres 13.95 Directions: Hwy 10 to Providence Church Rd at the end.Turn right, house in on the left before the bridge. 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 Authorization to Construct Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Authorization to Construct 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' (I5A NCAC I 8A.1900). Neither Catawba County nor the Environmental Health 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. 41i 14Z-Zglelke Peek;„) 11/06/2023 Authorized State Agent Permit Issuance Date 11/6/2028 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpennit 11/08/2023 13:34 a. _ Catawba County Environmental Health ._,*,.-�.;ti�„.1elYirtF•4.'CAYGYr.,J1J'•lW.o�a. "vN f v EHeP- oq-�0 • 23. , ,.ttir j 0600 7.0) ,d(`\ * \00\ 80 .4 1 \� NUJ() \Q✓ A6), d ''r �. r .' 0•r• A g C HS' •5.hq Wel} ��r�1 7 I00' s I /1 6a. .15 A g Parcel: 267901366382, 4591 OLD SHELBY RD 1 in=60ft HICKORY, 28602 This map/report product was prepared from the Catawba County,NC Geospatlal 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 verificationof 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 10/2412023 DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Sheet I of 2- DIVISION OF ENVIRONMENTAL!-LEALTII PROPERTY ID p �G 3 ,ON-SITR WASTEWATER SECTION COUNTY: ^ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER: C !i r ri r S 1 i)v i1 r' APPLICATION DATE CI17117 33 ADDRESS: !(S Cs'I SA/i ii "J. Il,t i•1.`7,w r DATE EVALUATED: (U I Sr Z 3 PROPOSED FACILITY: :qv t.t f PROPOSED DESIGN PLOW(.I 949): R 0 y 4PROPERTY SITE: 13.15 rr-�Li LOCATION OF SITE: `'ci1•1 r' PROPERTY RECORDED: WATER SUPPLY: 0 Private 0 Publio 0'Welt 0 Siring 0 Other EVALUATION METHOD: O Auger Baring Q'Pit U Cut TYPE OF WASTEWATER: Cl-Sewage 0 Industrial Process 0 M lxcd 't fisrs r t .: .L:m:^::: t• it:: i a i u. ..f., .,[rscu:::u. .t :craru:::tr ??i i?il'iii::3::?3?iiiliii'i?iii iii::iMi?i:ai i:i?i:!ii:3::3 iiiiiii ..F, r...�i. a3 !iii ii• iiii i!i :r :r:: .:... °! .i4• t •�••;••:: ' ::: i: i a:. .s •:}:• !•} t{?.a:i [rl' rr.•• •:rm ,..r.. :. }t s..i..tt :}: .I ..t..i.�:.'. .!. ........• ..Lt......».............5i:iia?i:::: �' •....:• ... � 7 1 use[ t.:��..' s:n :uitst: s1F$s?.- .....[•..ii.... ?i?: ..1 ut'. t i ri ..i..t :::E'iisEi•: :.....1.: : . :use :'I�. ..}i. .... r. ._ ^::G tli. :•'•::i : t t{: t[..s t ,:,t •u n I r[ t 3i:u[[:3ti}[.i};}t•!i;?i ti:°: e :.i.. ...,.urrza•ji'}?'_^iilii Eicei3?i?niiiS iiiii::rw.•ii.3.......... si.Ca .{ 1i.. Iiiia..i.7l.a:.. {sii [(!E'! E{}i fti3l i ;{F.{.?. .Ef iE 3�N i.. .,I 111..E!..!.E } . ..............t .1... .r...t •i? ::_.i%�cl::}.ii(t,,�:ffti t»..-t :• •..., 1 {:f�f[ • BFiiatuati ..1 a�i�:a�• .0•a�i!tta •.::!:i:.. {s 3{?.:."iii{�i�}iii'?j^:i3:?as��i•.t...;......;s.: •rs3a::es:a....u:::::r::r.::::a....s.:r.::::: : =L••••»•tr:t •ii ifC• :4iisi?L{7?it::t:: :{ t{ z • { '7••• •• i r .i A 1!• :c'1••i i:t:i:E:i:s s}ai3?lii3?iii.gg illirs3?isnu?3i3u,:?33?3idr?ii 33i'n::3?iiiiiei'iii r- ....t�zu!i.34s:l9 , . .:« ...1 :• t: j�i� j �.��.ttLk$}3!!?lf 3ii;;ili3:}!{:: �(r,ii 3iit:t:::t:s::}:•r.:'ri!ii:l.ti: :r.••:ssatt •rr.::c:: ::::::i "iEi:i:i:i3ii:??i i3iii:? '' :::'"--t:.•..««._t x � I:r[3?it..ss..:.. t!.: . + iLW EiSf'x'_^i; f .''�I E^t! ... _:•:r: •.. ......«:i,.......... .... ..i.<:•77..t�i:•:•••;• :t•.-i•t::::••...•::::i�= I:r..it.i:,..s...7r[,.133! ii.t.• {a:a:s:r:::::::::::i!.::.s,....i:.:ic::??:::^t•.»5[:::r:r.:t:i:::r. , s: '�: i::n:3'i!i:•;i. ::.; ',�::-•qiii:e?iii: •:::Ei°i{? :. •. 3itx'i.s...t::�cci::?::.._,r?iii:ii:?:::i!?3:?:t::l:.i. `vaa�:i��jt .���.yvvr....w`ir3r:l:;::nt::•?i?�3Eil:ti:s;?:�:.::r:::::::u:3i:::i:::.:::::::::. ?..» i�¢-:1:[:•.as:l-i=?:i�is ti:i:i:,::i!E3:1.. 1 , i :'i:::•iii::'..-�..:•:•I::d.: •lii•t?:;I =rggYa:ffiM 4 9+�F?'i?iiriii.. .•r[: .:?i. ?ipli. :i:i_:L'ig,,,?:- _ ai!':z.::i:: ::cam ??? i{ii. ....st.r!t'[:s»-«:{!:.•:1.: : i .!:?:!:::??ii}ii}!�ti }3�:I:: I. '_i. :.::...:::::.:::..._. s iIIY?�•?"' ?r.?i?.�tts•�n?ia ata . : ::r:: •t:::::::::: r.•t......,.r..•......»i_.r.:ra:!i :i:if3!iiia"iiir:...:::w:a........uir![ ua.....u.:It!s3t t Fa::...t.p...........•t3:ii: :••::::;.::�.. iLL: 4_.:..!?! E?E ::::' s j!!:.s. ..:. 3auca : :........ . .... •..,.ra `�t�iiiii^iii!?irai.T:H.. eiE � iiy��::'� ..:.�u?a:•':�!,•:••::•::-... _-_-p' r'i. . „ryii ..7Y.QN....:J{.1�.[[[:i...1�i{ .. ..[::_ `: .:.........di.. ii: ...t. �} .0§ i t- iNit:fr ds-• : ������vv����ttrr :7': :i.... :?._ !! :�AFtt�: .SA>yR• �r L.....' i^s•..,l:9 ix = .i. 1PMic IRE il;i:: ,:c: :4rYJ!A� ::i iii p� , LDELsii� /•���i��t .'• .-4 i1 — --'...y.. • : t:t. `��r .t'. ���pY!I •:�[L�L:iiti�.' jyi:ii � L.0 '..t?i::�.•M[7Mi`it??..^. s�ttGG - ??SS�� :i::�• 'i�,F44!.. ..1.!4LS •,� ::•- .rtiei:!1i!57!. .. u ::I::rt:: :iii.•:[•.i• -�::!:t:....._.............. .....:t:s:-Mr....._s::eaM:st:t::t:a..:�I��i�'iXRii' t'.a-_ _........_......_..... .......»....... ...:{?!..::ti!3i?::.....,".?=E?i?t::....:? %.1:3ai[::sl:......::x•.... ... ._.....-... ...._-�. 0-4 5 C.I WS,// , V Jr_i N rlir e __f.____- J �/ P 5- {n-�-f� S1, SIJ3•/ �'�/fs� r�f�L �1L��'z � �'�7Pri� (� JS• . I 7/ UQ-69 SL • v✓se( V14r1 ifrJsy- 51'zasia � I A 0. t 0 SQ 3 6yr 0 -1 C . '6 L wilt/ V Al ss/s/ifs, e; { r_sx c L t,vt e,/ :1 , 2 i 7 y 3 --.5-1 S` (,.,i(de ---1 I • - ° S1-`1 \ 5cL. WJ/Y 5)/2,Siz S(73' color b -2-0 CI- WS,6)1r rffuJsl°JsI✓ Pi 20•1O (. ss1' r -/ S/p/sr —1 0' 3 , _ p ,3 1 g9s i _ L _ , . o - I; / lOtNeJ -- Ps L . r'21 C-I, wS/ ' rr/c1 SP1s� II. y (� /jr . Jl n J P 1-i'1-b `( sG w f jtl l';J d El e 2•5)`41 .-ra Tit- j9• 0-6w , r11 - •- 7- tA s ..........„ .... ,.b Knox INITIAL SYSTEM REPAIR SYSTF14 OTHER FACTORS(.I946): AvE Space c i�s�.: SITE CLASSIFICATION(.I948): S S TYP:(s) �`Iv EVALUATED BY: f��try CCr 1►'�� , OTHER.(S)PRESENT: . De . 03 commans: • SOIL/SITE EVALUATION Sheer of 1- (ConUnuallou Slieei-Couple%all field In full) PROPERTY ID//: -- DATE OP EVALUATION: WO912£-_ COUNTY: h d- 7a r r • • P R SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I .I940 ____ ELANDSCAPE IIORIZ .1942 POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE q SLOPE% DEPTH STRUMIRE/ CONSISTENCE/ WETNESS/ SOIL SAPII0 RES7R CLASS tom) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR 1 • 0-5 5 _ t- 5AV T•r/rr/S//f Pc 3-65 ,cLdic wfei' if/sr/f/'lfe'` 6 U .>' o .xa c 5,4i 6-1 rs f r/�/J. PS IR -A0 A°"isjo' gG Pr 6.1.71 _6.71 a Sgie 14 1 CSIJ6ftc 7I -61 /2od:1ryf ,LG ! IA • S a- 1-1 C f 6 -JcflsP/f, r- 9 .i-6 o c,,gici,„e wflY 1If ft°f fG I.S Go I. lig% 0 .3 COMMENTS: Updated February 2014 Catawba County Environmental Health 980,._._ ...--. /....›,://' I/ e. ._ --- --`----...,,,.........,L.- L._ _._........9,55' . ...:,. , , -,, , . '------0.' ;_---�" Q�� '� P;� � � y er� , - � tMG G'c.�1 s k:.'"...-e g: ......„________,..--------975-- - vez ,...--1.,_ _01.0 cti-\ i, -6.---4- ...— _ ______T es C 7(//' a f k.— -r---....\..."-''''''''f--.K Pi --_._-.,--gfts------- \ ,-----'::_jjj _- __ 4 GO 0—''''.. I i lil i' glAill VI l ,. 1 ....,„-bolo 7 _ �---1-030ilikik 0 Parcel: 267901366382, 4591 OLD SHELBY RD b 1ST' i LW tin=100ft HICKORY, 28602 nn I'l±4c 1 I 2-8' FSO' 1 Ius' ,s, This map/report product was prepared from the Catawba County,NC Geospatlal 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,dlselaim,'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 11101/2023 L S o co 0 000 o o 0 0 0 co J o \° G O N CC Q 0 0 0 0 0 H � C In N IL) IL) Lo IL) In C o O O O O O V U Z R Lu 0 c c c O t c c co co co co co c o v m • 2 H rnrnrna) 0) N N N N N a N N N N N M t CO a0 CO CO OD 3 a v v v v n O O 10 In IO N 11) N T IL 0i N N N ` N II ei;i (000000 Eto . s x z z z 2 � 0 v o O D U U U U . fA S V) V) V) U) m co O_ II 0 7 Q V o 0 0 0 0 o u i�. C co co to to 0 q o. J £ • N ▪ C II a+ 0 N G7 2 V8 N OI .+ N ✓ o N a. — N CO IL) J 20 CALCULATIONS Location 4591 Old Shelby Rd., Hickory, NC 28602 Project Number Lot No: No. of Bedrooms 3 Design Flow 360 gal/day LTAR 0.3 9ai/ 2 ft day EZ-Lay? (YES OR NO) NO Supply Line Length 200 ft. Supply Line Volume 34.8 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 300 ft. 2" SCH 40 PVC Amount of Line from Layout 300 ft. GPM f 20 0.84 Gallons per Minute 27.4 gal/min -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 195 gal. 35 2.37 -2.25 Dosing Volume 136.50 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 6.5 Generic Draw Down of 21 gal.per in. Pump Run Time 4.98 minutes Elevation Head 61 ft. Pressure Head 2 ft. Friction Factor 1.5 ft./100 ft. (From the interpolator.) Friction Head 3.00 ft. Total Dynamic Head (+15%) 75.90 ft. 21 Dosing Volumn Notes: Vertical T&J 3.6 Gal/Panel