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HomeMy WebLinkAboutIMPV-03-2023-190680.tif I 0011 CATAWBA COUNTY Case It Al t tit Public Health Department Sulxlivision NORTHVIEW HARBOUR PH E Z .,„.„1 js Environmental Health Division PlNf 462801190328 '�\ f, PO Box 389,25 Government Drive,Newton,NC 2865a LOTII 163 &zitSite Address: 2353 CROFTE DR,SHERRILLS FORD NC 28673 Name on Permit: JOHN&JENNIFER KEIGHTLEY Property Size: Acres 0.86 1 Directions: 150W,R Sherrills Ford,R Island Point,L on Northvlew Harbour,R Garrison,t.Crofte,Propety on Left Owner/Authorized Representative Acknowledgement of Permit Receipt certify that I am the owner or authorized agent(owner's authorization required)representing the owner of e property described above. As the property owner or authorized representative,I have received the above referenced pennit(s)as requested in the application for service RBPR-03-2021-37132,by the following method(s): Received in Person _ Facsimile Transmittal(Return form with signature required) 1 ,/ Electronic Image Transmittal/E-mail (Return receipt required) 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: 03/07/2023 �] Owner/Authorized Representative Signature I' , bLinC/c.,--\._ IT Date 'S 1% 2:2 Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by {name ofperson sending permit) Signaturee_ Date/Tim3h I—)3 Method: Fax i Entail US Mail Other Owner's request to send by the above indicated method of transmittal in lien of signature j We wantt tto hear from yatzPlease ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCusttomerServIce 9pK clgrrmui W(0712023 t2:56 county: Catawba This Section for Local Health Deportment Use Only Initial submittal received:3/3/23 by RP Dote initials Permit Number: iMPV-03-2023-190680 G.S.130A-335(a4)states the following: 'If a local health department fails to act on on application for an improvement permit submitted pursuant to subsection(a3)of the section within 10 business days of receipt of a complete application, the local health department shall issue the improvement permit.' In accordance with G.S.130A-335(a3)the improvement permit application is: ❑ Incomplete(If box is checked,information in this section is required.) The following items are missing: Copies of this were sent to the LSS and the Owner on Dote State Authorized Agent: Date: ❑ Denied(See attached report.) Copies of this were sent to the LSS and the Owner on Date State Authorized Agent: Date: 2 Complete �� /�, / State Authorized Agent: !%�t1"'^' 1"` ' '� Date of Issuance: 3/7/23 This Improvement Permit is issued pursuant to G.S.130A-335(a2),(a3),and(a4)using the signed and sealed lSS/LG evaluatlon(s) attached here. The Issuance of this permit by the Health Department in no way guarantees the issuance of other permits. The permit holder is responsible for checking with appropriate governing bodies in meeting their requirements. This site is subject to revocation if the site plan,plat,or the Intended use changes,or if information submitted in the application was falsified, inaccurate or misleading. The improvement Permit shall not be affected by a change In ownership of the site. This permit is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to conditions of this permit. The location and identification of all property lines,easements,water lines,and other appropriate utilities shall be the responsibility of the owner. The Department,the Department's authorized agents,and the local health departments shall be discharged and released from any liabilities,duties,and responsibilities Imposed by statute or In common law from any claim arising out of or attributed to evaluations,submittals,or actions from a licensed soil scientist or licensed geologist pursuant to GS 130A-335(a2). Improvement Permit Expiration Date: 3/7/28 'See attached site sketch' CM CamScanner County: Catawba IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022-11 PIN/Lot Identifier: 462801190326 Issued To: John Keightlev Property Location: 2353 Grofte Drive Sherrills Ford. NC 28673 Subdivision: NorthView Harbour Lot q: 163 Block: Section: LSS Report Provided: Yes® No 0 If yes,name and license number of LSS: Steven R. Cannon #1291 New® Repair❑ Expansion 0 System Relocation ❑ Proposed Structure: Hots Se Proposed Wastewater System Type: Vestigpl PPBPS (Initial) Vertical PPBPS (Repair) Fill System:Dies IZ No If yes,specify:❑New ❑Existing (when adding more than 6 I i ches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 480 GPD Proposed LTAR(Initial): •25 I Proposed LIAR(Repair): .3 Design Wastewater Strength: domestic 0 high strength ❑industrial process Number of bedrooms: 4 Number of Occupants: Other: Pump Required: Yes 0 No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes [RNo If yes,please specify details: Type of Water Supply:❑Private well ®Public well 0 Municipal Supply 0 Spring ©Other: • Drainfleid location meets requirements of Rule.1945: Yes® No❑ i Drainfield location meets requirements of Rule.1950: Yes® No 0 Permit valid for:®Five years[site plan submitted pursuant to GS 130A-334(13a)) ❑No expiration(plat submitted pursuant to GS 130A-334(7a)} Permit conditions: Licensed Soil Scientist Print Name: Steven R. Ca non Lkensed Soil Scientist Signature: Date: 3/3/2023 The LSS evaluation is being submitted pursuant to and meets the requirements of t3.S.130A-335(82). 'Sae attached site sketch' ) tg P. g-CNx A•2C9 O -,'r y iq I El 2 32. .{III x,€ �--.?z O omg iPJ A r. 5ma,g€ . 11. .r.t, ,igil ii ,q O i m3. NP{> GR am CI rrrr7777iiii o o(n = a C" z 1 KC° '*--} gg VA m m; s 121 A g_ „, CI n O 'i• n -� CT \ /' n z z 0 m \ 1 D m D y u n \\ 1 ¢ I / \ l o \ \ 41 � / a; v �` \ I �24•F/' /_m 'Z ao \ / �` 1 I ,, %i1 Vy o pP s \\ , ,'1 \ `.1 I 1n \ 0 I' A yy \ ' I 7/h�\ I y ,,' y y y `�y ., I 1a L' I 11 m yl \ 1I , o, m 1 4 y�1 yl , St 1 j is I *-1. c.,k. 1 a I 4-3 III 1�+1 u I'. -� I Im I W L m I, A tr� , a/ $ `I u r`" A in i N 0�0 nw \� IJt i '~I^ -jog I I I non. G, 5' I I G �' I I I I N ni a �- Cl v Ou,.a Inz p I m n u r o$gc �f I a,O O - w aq m +p f` I " OTI- O 1 - , V-' 0 o0 as 7. y U, COT 1- N-0 .-- Z�Q -.NNV n 9 ^I/o.4 "."` D< m NN�� / �A2 `\` (ncy Cr� D — u' `��� in n n a1.. ]. 9Q \ n IA U)VI LI 4 U S lsla A, O NORTH PER P@ Sg PG qS t 1.1 u tri g m LIa42 g o s s VE t O R. N ]>'O N FN{ 115•�1 G m n H f/1 7mxz ,I/� n' I T F-1 y r.0 ) g 4.. O A�; $ '/,,%I%II II III\1\1,` r, � �V, /lJ 3 �n7 fS Ls�z" 3 C710w M o O Z y ,-. -‹ �/� C A r��-I .�{Z"..NT ,T. oN �bZ �o� A 1�i, V vI • _ LJ r Design Specifications for Proposed Wastewater Systems } Applicant:John Keightley 2353 Crofte Drive Sherrills Ford,North Carolina 28673 Pin#462801190328 NorthView Harbor Lot 163 Acres:.86 Catawba County,North Carolina} Source of Water Flow 3 4 Bedroom House Wastewater Treatment Systems Vertical PPBPS Septic'rank 1500 gallons Pump Tank 1500 gallons Estimated Daily Flow 480 gallons/day Wastewater Treatment:Initial Vertical PPBPS Loading Rate .25 g/d/sq.ft. Drainfield Size 74 panels Trench Bottom Depth 34 inches on upslope Distribution Device LPP Distribution Slope 17 percent Slope Correction 4 inches Wastewater Treatment:Repair Vertical PPBPS Distribution LPP Distribution Loading Rate ; .3 g/dlsq.ft .Drainfield Size 62 panels Slope 18 percent Slope Correction 4 inches Trench Bottom Depth 34 inches on upslope ! f 1 r - i ' . r Nitrification Lines Elevation and Length • I Applicant:John Keighticy 2353 Crofte Drive I Sherrills Ford,North Carolina 28673 Pin#462801190328 1 NorthView Harbor ; , Lot 163 I j I Acres:.86 1 Catawba County,North Carolina! 1 Initial '. 1 Line Flag Color Line Elevation Flagged Lcngtl' Number or Panels 1 Orange 2.85' 69' 1 s 16 2 Blue 4.5' 90' 21 3 Red 5.87' 90' I 21 4 Green 8.04' 71' t 16 Total 320' 1 Total 74 i i Repair j I Line Flag Color Line Elevation Flagged Length Number or Panels 1 Pink .66' 43' 10 2 Yellow 1.10' 561 13 3 Red 3.33' 44' � 10 4 Green 12.08' 44' 10 5 White 14114' 45' I0 6 Orange 16.16' 35' 9 Total267' Tota162 2 I , r i Design Calculations for Wastewater System Applicant:John Keightley 2353 Crofte Drive Sherrills Ford,North Carolina 28673 Pin#462801190328 NorthView Harbor Lot: 163 Acres: .86 Catawba County,North Carolind Source of Wastewater Flow i 4 Bedroom House Public 480 gallons/day Vertical PPBPS Source of Water i Estimated Daily Flow Wastewater Treatment System Number of Panels 74(3.6 g/panel) 267 gallons Dosing Volume Estimated Supply Length 25 feet 2 inch Sch 40 PVC Supply Line Diameter Supply Line Volume 4.35 gallons 11 Anti-Siphon Hole Yes 3/16" Distribution LPP Flow per Orifice .59 gallons/min Orifice Size 3/16" System Flow 43.66 gallons/min Pressure Head 2 feet Friction Head 1 .38 feet Elevation Head 7 feet Total Dynamic Head 9.38 feet Pump Tank Drawdown 27.85 gallons/inch Gate Valve 2 1 in tank, I at valve box Check Valve In tank Threaded Unionj In tank 1 I � Design Calculations for Wastewater System Pump Time to Dose 267 gallons 6m 6s Pump Time to Dose 480 gallons l Om 59s Pump Block 4 inches Pump Height 12 inches Approximate Gallons at 16 445.6 gallons inches in Pump Tank Gallons between float on 167.1 gallons and alarm on Tank Draw Down 9.5"or 9 1/2" Pump Float On 25.5"or 25 1/2"off tank bottom Alarm On 31.5"or 31 1/2"off tank bottom Storage After Alarm Sounds 621 gallons(31 hrs.) 2 T t r. . John Keighticy 3 D S0117.4% G� ,��94 J : 414irfiriliKa 0 IFS tejot "'11 l` Q'- I '�• 129 f)i an(}t: ""'"\-icmite ,rnE'r7 TUIn /"- ----- tips F),e6 'i!)1v� Valve CY''' e ?_•0N��'�� 0 Box ` Re Yellow. 2"Sch 40 PVC, Force Maui I lou;,e Box �ii nu,lurl<':r, porch v and StPt)S • II V' O cD . ,: • 0,I J ',I',/ /Ik, /Of II\ 'III \\ \....II 11 \I I I: ...1'II \I ihs- I' � t r0" . _ \1'1'111 \11(1% 1)\II \I111121 �� S akcr 14,.... -lrP• 175 'Jj v 11\11 I \.\I I \11 1) ..j/Z1� I'I2(11'11SI.1)I'\('II 111• I'I I,14 I,I I I)I 'It,s\ I I '1\ , I ,I„' 4 1g 1'1:1 11'1 k I 1 "I/I I I►( 1111►t01 sill . p23s3---1 ......._ a; /63 I'It111.1 K11 1211.t11{I)I11 \Pt All It NI'I'll Y: I'n\ate >- 'hI„ \\di 1 \'-\I l A I ION A11..I1K)I). i:a•r 11,an:.. I'EI t ii .. 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I' = 50 95 94 Intial System:Vertical PPBPS Or ings• 69' 16 Panels t;iuo, I0' 21 Panels Fittr1 90' 21 Panels Grer,ri /1' 16 Panels 42) 320' 74 Panels Otani ..., "''';'---- \NNW �;r (urri .................... Up:, If Vertical Panels on grade at 34"trench O‘eti� botton on upslope s,V, �� 0 Valve O1an 7 0‘‘‘.\\ Box Rd e 0, Repair Lines: Yellow %Yell Pink. Yellow, Red, ink % Green, White, Orange 2' Sch40PVC Force Main Q 5ti qc' House Box 00 rnt:luries union0 �It 99 and steps 9 FL ND t'A.41P‘ Ici)- 4.11/;.irt%'4- CI ,, VI iz;;:f.4141fr''' CO 1291c, r..,ry, ' Ki1`� 1 W 129