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HomeMy WebLinkAboutIMPV-08-2023-201672.tif Pcnnit#:1 PV-('8 2 �3"2oh 672I STATE ROY COOPER•Governor +6 ,07-�)3j^t(s26 j �A t 4 NC DEPARTMENT OF '�.� �� KODY N.KINSLEY•Secretary Q��SO( �Nlrti I!� >p HEALTH AND T y 1 ( s, o' MARK BENTON •Deputy Secretary for Health �.� , SUSAN KANSAGRA•Assistant Secretary for Public Health t Division of Public Health B1eg eJ e !A I Its Eci Submittal Includes: ©(a2)Improvement Permit ❑(a2)Construction Authorization 0 Fee$ IMPROVEMENT PERMIT FOR G.S. 130A-335(a2) County: Catawba PIN/Lot Identifier: 460712766075 Issued To: Pam Bethea Property Location: b(1agree,Cheviot Hills Road Sherrills Ford, North Carolina 28673 Subdivision(if applicable) Lot#: Block: Section: LSS Report Provided: Yes® No❑ If yes,name and license number of LSS: Steven Randal Cannon# 1291 New Q Expansion 0 System Relocation .0 Change of Use 0 Proposed Structure: House Number of bedrooms: 3 Number of Occupants: Other: Design Wastewater Strength:®domestic ❑high strength ❑industrial process Proposed Design Daily Flow: 360 _ GPD Proposed LTAR(Initial): .3 Proposed LTAR(Repair): .3 Proposed Wastewater System Type*: Horizontal PPBPS III-B (Initial) Pump Required: ®Yes ❑No ❑May be required Proposed Wastewater System Type*: Horizontal PPBPS Ill-8 (Repair) Pump Required: ®Yes ❑No ❑May be required "Please include system classification for proposed wastewater system types in accordance with 15ANCAC18A.1961 Table V(a) Saprolite System(initial):0 Yes 121 No Saprolite System(repair):❑Yes ©No Fill System(Initial):❑Yes ®No If yes,specify:❑New 0 Existing (when adding more than 6 inches of fill to system area provide a fill plan) FiliSystem(repair):❑Yes ®No If yes,specify:❑New 0 Existing (when adding more than 6 inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): 51" Usable Soil Depth(Repair): 51" Max.Trench Depth(Initial)*: 30" Max.Trench Depth(Repair)t: 30., *Measured on the downhill side of the trench Artificial Drainage Required: ❑Yes ©No If yes,please specify details: Type of Water Supply:®Private well 0 Public well 0 Shared well ❑Municipal Supply 0 Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes® No❑ Drainfield location meets requirements of Rule.1950: Yes❑X No 0 Permit valid for:®Five years[site plan submitted pursuant to GS 130A-334(13a)] 0 No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: Licensed Soil Scientist Print Name: Steven Randal Cannon Licensed Soil Scientist Signature: 1 ' Date: 8/3/23 The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). *See attached site sketch* NC DEPARTMENT OF HEALTH AND HUMAN SERVICES • DIVISION OF PUBLIC HEALTH LOCATION'5605 Six Forks Road,Building 3,Raleigh,NC 27609 MAILING ADDRESS 1632 Mail Service Center,Raleigh.NC 27699-1632 www.ncdhhs.gov • TEL.919-707-5854 • FAX 919-845-3972 AN EQUAL OPPORTUNITY!AFFIRMATIVE ACTION EMPLOYER Permit#: IMPV-08-2023-201672 3670 Cheviot Hills Rd This Section for Local Health Department Use Only Initial submittal received: 7/28/2023 by RP Date Initials G.S.130A-335(a3)states the following: When an applicant for an improvement Permit submits to a local health department an Improvement Permit application,the permit fee charged by the local health department,the common form developed by the Department,and a soil evaluation pursuant to subsection(a2)of this section,the local health department shall, within five business days of receiving the application,conduct a completeness review of the submittal.A determination of completeness means that the Improvement Permit includes all of the required components.If the local health department determines that the Improvement Permit is incomplete,the local health department shall notify the applicant of the components needed to complete the Improvement Permit.The applicant may submit additional information to the local health department to cure the deficiencies in the Improvement Permit.The local health department shall make a final determination as to whether the Improvement Permit is complete within five business days after the local health department receives the additional information from the applicant.If the local health department fails to act within any period set out in this subsection,the applicant may treat the failure to act as a determination of completeness.The Department shall develop a common form for use as the Improvement Permit. The review for completeness of this Improvement Permit was conducted in accordance with G.S. 130A-335(a3). This Improvement Permit is determined to be: ❑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 Applicant on Date State Authorized Agent: Date: El Complete State Authorized Agent: / ��(/ � Date: 8/3/2023 This Improvement Permit is issued pursuant to G.S.130A-335(a2)and(a3)using the signed and sealed LSS/LG evaluation(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 permit is subject to revocation if the site plan,plat,or the intended use changes. 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 the conditions of this permit. 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: 8/3/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 , • ' I Coddle Creek Soil Consulting, LLC 5500 Deer Run Court Davidson, NC 28036 (704) 706 4645 • June 30,2023 Catawba County Environmental Health Attention: Robbie Phelps 349 North Center Street Newton,North Carolina 28658 Subject: Recommended Wastewater Disposal System Pin#46071.2766075 • 3668 Cheviot Hills Road Sherrills Ford. North Carolina 28673 Pamela Bethea,Owner • Enclosed you will find a copy of the wastewater disposal (system proposed for Pamela Bethea.The property is located at 3668 Cheviot Hills Road Sherrills Ford, North Carolina 28673 described as being Pin # 46071 2766075 Site 2. Attached are sealed soil • • notes as well as site plans and designs for a on-site wastewater disposal system. This design is submitted under Session Law 2022-11 (S372)..Please review the enclosed document presented to you. Please contact me for concerns regarding the wastewater disposal system design. "The LSS/LG evaluation(s) attached to this application,i to he used to issue an Improvement Permit in accordance with G.S. 130A-335(42) and (a3)." t • Owner: PamelpBthea Signature:. CXAN SLAW,_ "The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2)." t Steve Cannon, LSS Signature: __-.— Design Specifications for Proposed Wastewater Systems Applicant: Pam Bethea Physical Address: 3668 Cheviot Hills Road Sherrills Ford,North Carolina 28673 Pin #460712766075 Site 2 Acres: 1.21 Catawba County,North Carolina Source of Water Flow 3 Bedroom house Wastewater Treatment Systems I I.PPI;PS/H.PPBPS Septic Tank 1000 gallons Pump lank 1000 gallons Estimated Daily Flow 360 gallons/day Wastewater Treatment: Initial Horizontal PPBPS Loading Rate .3 g/d/sq.ft. Drainfield Size 200 feet Number of Panels 46 panels at 8 feet on centers Gallons per Panel 4.0 gallons per panel Dosing Volume 184 gallons Distribution Device Pressure Manifold Slope 8 percent Slope Correction 3 inches Trench Bottom Depth 30 inches on lowside Wastewater Treatment: Repair I Iorizontal PPBPS Loading Rate .3 g/d/sq.ft Drainfield Size 200 feet Number of Panels 46 panels at 8 feet on centers Gallons per Panel 4.0 gallons per panel Dosing Volume 184 gallons Distribution Device Pressure Manifold Slope 4 percent Slope Correction 2 inches Trench Bottom Depth 30 inches on lowside 1 Nitrification Lines Elevation and Length Applicant : Pam Bethea Physical Address: 3668 Cheviot Hills Road Sherrills Ford,North Carolina 28673 Pin #460712766075 Site 2 Acres: 1.21 Catawba County,North Carolina Initial Line Flag Line Elevation I lagged Length Number of Panels Color 1 White 3.31' 50' 11 2 Blue 5.22' 50' 11 3 Red 7.06' 50' 12 4 Orange 8.41' 50' 12 Total 200' "total 46 Repair Line Flag Line Elevation Flagged length Number of Panels Color 1 Blue 5.33' 67' 15 2 Red 6.39' 68' 16 3 Orange 7.00' 65' 15 Total 200' Total 46 2 Design Calculations for Wastewater System Applicant: Pam Bethea Physical Address: 3668 Cheviot Hills Road Sherrills Ford,North Carolina 28673 Pin#460712766075 Site 2 Acres: 1.21 Catawba County,North Carolina Source of Wastewater Flow 3 Bedroom House Estimated Daily How 360 gallons/day Wastewater Treatment System I lorizontal PPI3PS Supply Line Diameter 2 inch Sch 40 PVC Estimated Supply Length 70 feet Supply Line Volume 12.48 gallons Dosing Volume 184 gallons Distribution Device Pressure Manifold Pressure Head 2.0 feet Friction Head 1.06 feet Elevation Head 13.0 feet Total Dynamic I lead 16.06 feet Pump Tank Drawdown(may vary) 20.16 gallons per inch Check Valve In tank Gate Valve 2(I in tank)(1 at manifold) Threaded Union In tank Anti-Siphon I tole Yes(3/16) Manifold Taps (4)sch 40 I/2"taps(a) 7.11 g/m Total Flow Through laps 28.44 g/m Pump Time to Dose 184 gallons 6m 24s Pump Time to Dose 360 gallons 12m 36s Pump Block 4 inches Pump Height 12 inches Approximate Gallons at 16 322.56 gallons inches in Pump Tank Total Gallons per Dose 184 gallons Gallons between float on 120.96 gallons and alarm on Total Gallons in Tank When Alarm Sounds 627.52 gallons Pump Drawdown 9.12"or 9 1/8"off tank bottom Pump Float On 25 1/8"off tank bottom Alarm On 31 1/8"off tank bottom Storage After Alarm Sounds 372.48 gallons(about 25 hours) 1 7'45 PM Mon Jul 3 ... 451• Pam Drawing v j T U q I— 1 Q Done .• , 474 Pam ici . , , Ev, cp 1 + 99.88,1 Initial System: Horizontal PPBPS White 50' 11 Panels �a Blue 50' 11 Panels o �- Pamela: Site 2 Red 50' 12 Panels \co o Orange 50' 12 Panels ni q) 200' 46 Panels pcacc9e ,��0 Red a, 40 • Install panels on grade and level at s3We 30" trench bottom on lowside S7-to Pt tie cYj::: .Do not cut ogde in o co Do not bury stumps or 0.) °j debris in septic area Proposed 0 10 Well Sites a) p SOU Sc Scale: 1" = 50' 0.<<, gyp, 4 c { /2 ' :, t . i1 g%/ r o• cty co ii e st,;,,s.„1„.... ,,, ,:f.,:e, s .le T I Ogre' 0 S , ,1 CNIORIVi 70, 196, 8:09 PM Mon J41 3 ••• '?37•k 1.--1, Pam Drawing 3 v [T] Q � ® Done :onnectIII in Pam Pam Co + - t t, _ 99 88, ra. a o`tr Boring Locations Q' Pamela: Site 2 �`o Scale: 1" = 50' `� �`. e Orang -C- o f • 'Be' C) 10, / •B2 B e/ S /i B3 it* esti ( I 7 0 7..." t* B4 ., �o • Ota rn tiP •� 01 Proposed 46f3B6 7p Well Sites • 6 M pSO/Lse/ icy Coo' ` �� cl . L r� v) (4ri's '' 9z t 4444,-,_ 12910,/ io, 796, • . Sheet_ of ` PROPERTY ID# COUNTY _ 5011,/SPI'E EVAL1)ATIO\ for OM1-SI FE WASTEWATER sl',II \l /fYPl (Complete all fields in full) OWNER: �7RJ .1 e4,... 5/X,Z- 3 - 230-_3/2$'_.. _ APPLICATION DATE ADDRESS: G . C DATE EVALUATED: ! 23 PROPOSED FACILITY: ffy PR ()Sri)DEIGN 11 OW(.1949): °4 ,360 PROPERTY SIZE: /2 J LOCATION OF SITE: 344 (L .. //// ReAt7 Y� /� F 4t4 PROPERTY RECORDED:/��: s o — WATER SUPPLY: Fi ri<ate� ._ Public 11 Well I__i Spring Other EVALUATION METHOD: ? uger Boring Pit Cut TYPE OF WASTEWATER: wage t:;Industrial Process Q Mixed • • s s • II it SOIL MORPHOLOGY r,, 1 (.1941) P' , a.,7 - �` . .C t .1940 ~ F LANDSCAPE HORIZON — FIAN Dq� F� POSITION/ DEPTH ► C 'A 4L ••4 PROFILE u SLOPE% .1941 .1941 S II. ,,STRUCTURE/ CONSISTI ♦( 1 "\1 1\L. i) � 4 s &LTAR TEXTURE MMINERALoc;\ ( ()I.(1 • �r;. S • t '4 ) G Z I 'vs vsaa rd° i=' �'r 2-10 ('L ,.ssS4 S? • s / 1291 �f -�. 2 1_0_ -Z-2 e ssA. 5, 4. 5-A1) 4,, • ilx ., ".., a7-ccl e .55, 5, LIs,--,o L, a -€ (2 .�,s5k 5 4 . s f S .) Sy. 5 5 r v'' C s z sp £ sue.. 3 "? C sue` s,i: s 4y0 s�'' i" 3yNC 5s/L 5, �'• 5 p4 0'7v 341 -- v' GsS iS--sLyo 4 G, S r- s ,..gyp V • /V f` C4 u sCA 5 tp A.S-4,0 SZ' S b yi -,52' C SSA `• S``p DESCRIPTION INITIAL.SYSTEM REPAIR SYSTEM (YTHER FACTORS(.1946):_ Available Space(.1945) / SITE CLASSIFICATION(.1948): /�� pn ✓ EVALUATED BY: 54.444 / rt,4t✓ System Type(s) �,9 f3 PS Y r6,S OTHER(S)PRESENT: Site LTAR . 3 COMMENTS Updated February 2014 • • • SOIL/SITE EVALUATION Sheet of t('ooti auunnn SJu.,,o-(-umplete all Etch!rot%ttlIt PROPERTY II)II)4: DALE. OF EVALUATION: S Z j COUNTY: • C` ''''1 S S Z— P • eSOIL MORPHOLOGY OTHER D S�(� S .1940 (.1941) PROFIL C/� L (J LANDSCAPE __I v PROFE STRECTURE/ ('ONSISTENCE/ WEI / 4\ f y.• r'• � -: • 5 CLASS TEXTURE MINERALOG1 ('01 ' /�1 E-ar,t'-1 :I i,, 0 0' &LTAR (TN.) r �l- l Al Z 2. 0 —3 ' 2 5x., fr.) A./0 ,,,tilogy_fif . ' • 3"—iz� OA u,s�� :; '4' silo j 291 PS o /2 -y�' Cos5•4 5/4 16' s cP '' 2. 6 _2. i s� , SI p5 n . 3 COMMENTS: Updated February 2014 7:06 PM Sun Jul 16 ^100%NMI • Pam&Ernest 4 — U Ck ../ 0 Done ,1,, lest and Pam ■ I ;_; _ i rm Cis) i . 10' p SOIL s C Get► NDAL 'y' Pamela: Site 2 O e ' = orange 14 10' \fie 14, 1291 Pi- A \IP a 41 98 b ' i 4 p. 30 MAI �N e o . aE m0a Nse • Proposed Well Sites � 00 ss. J3 *414 a`e 40, "Pt ea 1 • 10 3 Nsse o m m (oo • `i op p Q r 10' ate Ernest: Site 1