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HomeMy WebLinkAboutRBPR-03-2021-37132.tif # THIS IS NOTA PERMIT Case N RI3PR-03-2021-37132 Rt ,�� CATAWBA COUNTY 1 LEAL'1'H DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES w Residential Building Plan Review- Building New IMPROVEMENT-AUTH CONST 3134)3RIuget- . - Applicant JOIN&JENNIFER KEIGIITLEY,234 6T11 ST,BELMONT NC C:7045060447 Contractor •G.P.KON CUSTOM BUILDERS.INC. (GRANTLAND WAGNER II).PO BOX 62.SIIERRILIS FORT) NC 28673- B:828-478-9699 C:704400172 I F:828-478-9698 GPKONCUSTOMI IOM ES'0,A01.CON Land Owner MING TONG.904 MAYFAIR CT.ELK GROVE VILLAGE IL 60007-3478 NAME TO APPEAR ON PERMIT John & Jennifer Keightley SITE ADDRESS: 2353 CROFTE DR,SHERRIL.LS FORD NC 28673 PIN# 462801190328 NAME of SUBDIVISION: NORTHVIEW HARBOUR PH 6 t of o 163 Section/Block PROPERTY ME: Square Fcct Acres 0.86 DIRECTIONS: 150W,R Sherrills Ford,R Island Point,L on Northview Harbour.R Garrison,L Crofte,Propety on Left PRIMARY CONTACT: Contractor SEWER TYPE: Septic Tank GALLONS PER DAY: 4B0 WATER SUPPLY: Public Water SCRIBE WORK3/23 revised to a2 Improvement Permit and County issued AC house revised to 60 x90 5/5/21 "SESSION LAW SUBMITTAL RECEIVED New 66x54 SFD with 4 Bedrooms, No Basement 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: I OF OCCUPANTS: 4 PROPOSED CONSTRUCTION NEW STRUCTURE DIM: 60 x 90 SFD w/4 Bedrooms a 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: 01103n021 12 49 rape I of r Al16,11rite\ CATAWBACOUNTY Case# RBPR-03-2021-37I32 till, Public Health Department Subdivision NORTHVIEW HARBOUR PH 6 3t Environmental Health Division PEN# 462801190328 ��ttoriew PO Box 389.100-A Southwest Blvd,Newton,NC 28658 NAME ON PERMIT: (JOHN&JENNIFER KEIGHTLEY).234 6TH ST.DELMONT NC (John&Jennifer Keightley) Site Address: 2353 CROFTE DR,SHERRILLS FORD NC 28673 Property Size: Square Feet Acres 0.88 Directions: 150W,R Sherrilis Ford,R Island Point,L on Northvlew Harbour,R Garrison,L Crone,Propety on Left Completed applications are veld for a period of 2 years.Improvement Permits are valid:with complete site plan=S0 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit la 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 tacitly 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 taws and rules. I understand that I am solely responsible for the proper identification and labeling of all property Ones and corners and making the site accessible so that a complete silo evaluation can be performed. The undersigned is the owner of the property or regal agent of the owner. P Daer S \2 3 Signature of Applicant or Agent � ^ t 4 1 � If you need further information or assistan a please call 828- 4G5.8270 AREAS FEENAME BATE FEE AMOUNT Improvement Permit Fee 03/15/2021 S150,00 Authorization to Construct Fee(New/Expansion) 03/15/2021 5300.00 Fee Authorization to Construct Fee(New/Expansion) 03/03/2023 5300.00 Fee 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) chapptnatum 03/032023 12:49 Page 2 of3 g'A C G CATAWBA COUNTY 100A SOUTHWEST BLVD NEWTON,NORTH CAROLINA 28658 INVOICE/RECEIPT PHONE:828.465.8399 Friday,March 3,2023 18 4 2 sM www.catawbacountync.gov Invoice Number: 03-23-419199 Invoice Date: 03/03/2023 RBPR-03-2021-37132 CASE TYPE: Residential Building Plan Review WORK CLASS: Building New SITE ADDRESS: 2353 CROFTE DR,SHERRILLS FORD NC 28673 Applicant JOHN&JENNIFER KEIGHTLEY,234 6TH ST,BELMONT NC C:7045060447 Land Owner MING TONG,904 MAYFAIR CT,ELK GROVE VILLAGE IL 60007-3478 Contractor *G.P.KON CUSTOM BUILDERS,INC.,PO BOX 62,SHERRILLS FORD NC 28673- B:828-478-9699C:7044001721F:828-478-9698 GPKONCUSTOMHOMES@AOL.COM ACCOUNT:7278 PAYOR: `G.P. KON CUSTOM BUILDERS, INC. FEES RBPR-03-2021-37132 FEE AMT DUE AMT Authorization to Construct Fee(New/Expan 110-580200-663000 03/03/2023 $300.00 $300.00 sion)Fee FEES: $300.00 $300.00 TOTAL FEES: $300.00 $300.00 invoicereceipt 03/03/2023 17:02 Page 1 of 1 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 .. N.-:II;'I ' '1 .1 'A \III: 'I,i Ei 1'1 'i,•. \1E.•,1 • • • • P 0 ti StiltStiltH SiII. \I(1121'llf11.O(.1 () tR/\N DqC 1 .1940 F L.\N11\(.\Yl: 11(IRI11►\ • �1��aTatir5 �` posuriU\I nix III — ten•;,: ., '.y kS SIK11 I I RI I (IN sIsII \1 I. ! 1%I I\I.s, I ''.1 II •VP111.1 4 e 7 I .0 I1 \IIItI II`Ik\llu.1 tI)Ic11t ty'1 ,•.I' / 0-3 5 1 � � �P A _ •• co, s v 0S lg /3-So' C. s��� -- s s-U • .3 l , , I _. 0„..,,, ..C)r A-,&4_4 f I — — 1 . I .... ......... 1 I 'I,..t HII'1It1>\i PO!' ; ,-NI) ..., i ,I I II I1 1 .1( I I IK'. • I"•1f i —1 / �i 11 v.i \'ti 11 ,„„A 0 vs. _ I',-i iv l p- . !/ __- _ _— 1 - tit.trtn It k1ti1 s , I \ I I \I i I)I11 _5 ..(�•4_..__a.iK_.. ..._. . titt,:I 1 \It 3 t ccokimusits I'lxlat,•d I cI'nt,u. 21,14 Lk i, .f.r I hu Mai r 2tl`.to John Keightley 11 1 &.,';, Do no Scale!. 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