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HomeMy WebLinkAboutRBPR-04-2022-40851.TIF .1J$ • THIS IS NOT A PERMIT Case# RBPR-04-2022-40851 CATAWBA COUNTY HEALTH DEPARTMENT PLAN REVIEW APPLICATION FOR ENVIRONMENTAL SERVICES /842 su Residential Building Plan Review-Building New IMPROVEMENT-AUTH CONST- NEW WELL - L J'i)Z Z fte J 'y,d ABANDONMENT Owner PASCAL&CI IRISTINE I IELOU,4227 MCGEE POINT RD,TERRELL NC 28682 C:917-952-3620 PASCAL a FIELOU.COM NAME TO APPEAR ON PERMIT Pascal & Christine Helou SITE ADDRESS: 4227 MCGEE POINT RD,TERRELL NC 28682 PIN# 461703301423 NAME of SUBDIVISION: MCGEES POINT Lot k 8 Section/Block PROPERTY SIZE: Square Feet Acres 0.69 DIRECTIONS: NC 150, R on Sherrills Ford Rd, R on Hob LN,L on McGee Point PRI NTACT: Owner SEWER TYPE: Septic Tank AL PER DAY: 360 WATER SUPPLY: Private Well ESCRIBE WORK: 9/1/22 revised to 3 bedroom 69 x 124 including pool and hot tub see site plan and soil work from Michael Athanas 6/28/2022 Revised to add a Well Abandonment Previous Description: New 69x124 SFD with 4 Bedrooms, No Basement, 30x15 ground Pool with 9x9 Hot tub 4'of concrete around them 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: #OF OCCUPANTS: 3 PROPOSED CONSTRUCTION NEW STRUCTURE DIM:: 69x124 SFD,4 Bdrs,30x15 Pool&9x9 Hottub #OF NEW BEdRO M~j 3 ASEMENT 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: APPLICATION FOR WELL CONSTRUCTION PROPOSED WELL TYPE: Individual Well REPLACE WELL?: NO APPLICATION FOR WELL ABANDONMENT ABANDONMENT TYPE: 09/012022 16.14 Page 1 of 7 „tea,• • CATAWBA COUNTY Case# RBPR-04-2022-40851 (..... .t. ,y Public Health Department Subdivision MCGEES POINT Environmental Health Division PIN# 461703301423 PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 /$ w NAME ON PERMIT: (PASCAL&CHRISTINE HELOU),4227 MCGEE POINT RD,TERRELL NC 28682 (Pascal&Christine Helou) Site Address: 4227 MCGEE POINT RD,TERRELL NC 28682 Size: Square0.69 Property Feet Acres Directions: NC 150, Ron Sherrills Ford Rd, Ron Hob LN,L on McGee Point Completed applications are valid for a period of 2 years.Improvement Permits are valid:with complete site plan=60 months(5 years);with complete plat =without expiration. An Authorization to Construct will remain valid as long as the Improvement Permit is 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 facility 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 laws and rules. I understand that I am solely responsible for the proper identification and labeling of all property lines and corners and making the site accessible so that a complete site evaluation can be performed. The undersigned is the owner of the property or legal agent of the owner. Date: Signature of Applicant or Agent If you need further information or assistance please call 828-465-8270 AREA5 SETBACKS: 30'from 760'contour line FEENAME DATE FEE AMOUNT Authorization to Construct Fee(New/Expansion) 04/26/2022 $300.00 Fee Improvement Permit Fee 04/26/2022 $150.00 Well Permit&Inspection Fee 04/26/2022 $300.00 Well Abandonment Fee 06/28/2022 $100.00 TOTAL FEES S850.00 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) CILnpplic,It n•n 09/01/2022 16:13 Page 2 of7 _" --j �;' * �vt� PIP ' t' PIPE NO8 01 36 W ELEV:783.45'99.71' ...- 50' 8uFFER ,'750 CON .�'' FROM V)co 30' REAR 'ELEV:76 LOT 8 N� (0. 67 AC.) it.) • O s $ HOUSE BOX cI ELEV:766.00' I Elan, s 0 Z ELEV:765.69' 0 Q 07 W ELEV:768.30' in Wm . HC 2 10.4' 1 Q ID ST ....- Drive ..'. ‘11=2:r /sat 5,\ Q 7 50' V7 W lit ri 5\ , 0' 21.5',�. , _ 27•1, 50 ,1 teg* .'fin • o Pita_ 69 6: Er) n J B6 1 VO CIL P4 o ? W1 - 40' - 4.4' z 02 - 60' - 4.4' CVB's ` B B3 40' 5.1' N 1 P4 - 60' - 5.3' 161,ii .�Z W5 - 45' - 5.8' Pit1 B6 - 35' - 6.3' o w1 Distributing Valve . F*0 T BM 4.0' Scale it- PIPE/ 50576'08"E 47 (}TAUT RT) -- 31.58' t Sheet_I_of_ I_ PROPERTY ID#:46 1 703301423 COUNTY:_Catawba_ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER:Pascal Helou APPLICATION DATE ADDRESS:4227 McGee Point Rd,Terrell,NC 28682 DATE EVALUATED:_8/2022 PROPOSED FACILITY: 3 BDRM PROPOSED DESIGN FLOW(.1949):_360 GPD PROPERTY SIZE: 0.69 AC LOCATION OF SITE:4227 McGee Point Rd,McGee Point Lot 8 PROPERTY RECORDED:_1969 WATER SUPPLY: X Private El Public X Well n Spring ❑Other EVALUATION METHOD: ❑Auger Boring X Pit U Cut TYPE OF WASTEWATER: X Sewage n Industrial Process ❑Mixed . P R 0 SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS I .1940 L LANDSCAPE HORIZON E POSITION/ DEPTH 1942 PROFILE # SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS! SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS IIORIZ LS 2% 0-36 RCSBK FR SS SP SXP N A 48" N/A N/A PS 0.325 36-48 R CL WSBK FR SS SP SXP 1 • LS 6% 0-10 Br CL.WSBK FR SS SI'SXP N'A 48•= N/A N/A PS 0.325 10-40 R C SBK FR SS SP SXP 2 40-48 R CL WSBK FR SS SP SXP • LS 6% 0-8 Br CL WSBK FR SS SI'SXP N/A 48" N A N'A PS 0.325 8-32 RC SBK FR SS SP SXP 32-48 R CL WSBK FR SS SP SXP 4 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948):_ I'S Available Space(.1945) 280 FT2 280 FT2 System Type(s) PPBPS PPBPS EVALUATED BY: MA&A OTHER(S)PRESENT: Site LTAR 0.325 0.325 COMMENTS: Distributing Valves (continued) In 35 = 1 —_- V6600A 4 .., _ -- E _ 20 -I-- ._. V V6400A 0 15 _ V4600A -I- 1-- o J _ m a - d 0 t , 1 t i i 1--1-1--1. O I t I I I I I f I ' I I I t i f f f—f—f if : , : I f t 0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 Flow(gpm) Model Inlet Size(in.) Outlets Size(in.) How range(gpm) Max Head(ft.) Min.Enclosure V4402A 1.25 1.25 10-40 170 VB1217 V4403A 1.25 1.25 10-40 170 VB1217 V4404A 1.25 1.25 10-40 170 VB1217 V4605A 1.25 1.25 10-25 170 RR2418 V4606A 1.25 1.25 10-25 170 RR2418 V6402A 1.5 1.5 15-100 345 RR2418 V6403A 1.5 1.5 15-100 345 RR2418 V6404A 1.5 1.5 15-100 345 RR2418 V6605A 1.5 1.5 15-100 345 RR2418 V6606A 1.5 1.5 15-100 345 RR2418 NSU-SF-VA-1 Rev.3.0,Cc) 4/03 Page 202 CO DistributingValves Data Sheet Submittal incorporated 1-800-348-9843 Applications General Automatic Distributing Valve Assemblies are used to pressurize Orenco's Automatic Distributing Valve Assemblies are multiple zone distribution systems including textile filters,sand mechanically operated and sequentially redirect the filters and drainfields. pump's flow to multiple zones or cells in a distribution field. Valve actuation is accomplished by a combination of pressure and flow. Automatic Distributing Valve • coupling Assemblies allow the use of smaller horsepower pumps IN on large sand filters and drainfields. For example,a large �� -- community drainfield requiring 300 gpm can use a six-line distributing vane Valve Assembly to reduce the pump flow rate requirement s to only 50 gpm. unionMN - -- clear pipe U _ Orenco only warrants Automatic Distributing Valves when used in conjunction with High-Head Effluent Pumps with Top View Biotube Pump Vaults to provide pressure and flow requirements, and to prevent debris from fouling valve operation. An inlet ball valve and a section of clear pipe ball valve Ewe pi 111r1 and union for each outlet are provided for a complete elbow (3 assembly that is easy to maintain and monitor. Ideal Side View valve location is at the high point in the system. Refer to Automatic Distributing Valve Assemblies(NTP-VA-1)for ■ more information. t �► elbows Standard Models V V4402A,V4403A,V4404A,V4605A,V4606A,V6402A,V6403A, g V6404A,V6605A,V6606A. Bottom View Nomenclature V ❑❑ ❑❑ A Indicates assembly Number of active outlets Model series: 44 = 4400 series(2-4 outlets) 46 = 4600 series(5-6 outlets) 64 = 6400 series(2-4 outlets) Specifications 66 = 6600 series(5-6 outlets) Distributing valve Materials of Construction All Fittings: Sch.40 PVC per ASTM specification Unions: Sch.80 PVC per ASTM specification Ball Valve: Sch.40 PVC per ASTM specification Clear Pipe: Sch.40 PVC per ASTM specification V4XXX Distributing Valves: High-strength noncorrosive ABS polymer and stainless steel V6XXX Distributing Valves: High-strength noncorrosive ABS polymer,stainless steel,and die cast metal NSU-SF-VA-1 Rev.3.0,© 4/03 Paget of2 catawba county public health August 2, 2022 Pascal&Christine Helou 4552 Giles Av Sherrills Ford, NC 28673 Re: Application for Improvement Permit and Authorization to Construct for 4227 McGee Point Rd,Terrell,NC Health Department file number RBPR-04-2022-40851 Dear Pascal&Christine Helou: The Catawba County Health Department, Environmental Health Division on 7/15/22,evaluated the above referenced property at the site designated on the plat/site plan that accompanied your Improvement Permit application. According to your application the site is to serve a 4-bedroom home with a design wastewater flow of 480 gallons per day. The evaluation was done in accordance with the laws and rules governing wastewater systems in North Carolina General Statute 130A-333 including related statutes and Title 15A,Subchapter 18A, of the North Carolina Administrative Code, Rule.1900 and related rules. Based on the criteria set out in Title 15A,Subchapter 18A, of the North Carolina Administrative Code, Rule.1940 through .1948,the evaluation indicated that the site is UNSUITABLE for a sanitary system of sewage treatment and disposal. Therefore,we must deny your request for an Improvement Permit. A copy of the site evaluation is enclosed. The site is unsuitable based on the following: Unsuitable soil topography and/or landscape position(Rule .1940) Unsuitable soil characteristics(structure or clay mineralogy) (Rule.1941) Unsuitable soil wetness condition (Rule.1942) Unsuitable soil depth(Rule .1943) Presence of restrictive horizon(Rule.1944) X Insufficient space for septic system and repair area (Rule.1945) X Unsuitable for meeting required setbacks(Rule.1950) Other(Rule.1946) These severe soil or site limitations could cause premature system failure, leading to the discharge of untreated sewage on the ground surface, into surface waters,directly to ground water or inside your structure. The site evaluation included consideration of possible site modifications,as well as use of modified, innovative,or alternative systems. However,the Health Department has determined that none of the above options will overcome the severe conditions on this site. A possible option might be a system designed to dispose of sewage to another area of suitable soil or off-site to additional property. catawbacountync.gov Environmental Health Cctcwhc County Government Center 25 Government Drive I PO Box 389 ( Newton NC 28658 1828.465.8270 MAKING. LIVING. BETTER. Page 2 For the reasons set out above,the property is currently classified UNSUITABLE,and no improvement permit shall be issued for this site in accordance with Rule.1948(c). Note that a site classified as UNSUITABLE may be classified as PROVISIONALLY SUITABLE if written documentation is provided that meets the requirements of Rule.1948(d). A copy of this rule is enclosed. You may hire a consultant to assist you if you wish to try to develop a plan under which your site could be reclassified as PROVISIONALLY SUITABLE. You have a right to on informal review of this decision. You may request an informal review by the soil scientist or environmental health supervisor at the local health department. You may also request an informal review by the North Carolina Department of Health and Human Services regional soil scientist. A request for informal review must be made in writing to the local health department. You also have a right to a formal appeal of this decision. To pursue a formal appeal,you must file a petition for a contested case hearing with the Office of Administrative Hearings, 1711 New Hope Church Rd, Raleigh, NC 27609. To get a copy of a petition form,you may write the Office of Administrative Hearings or call the office at 984-236- 1850 or download it from the OAH web site at http://www.oah.nc.gov. The petition for a contested case hearing must be filed in accordance with the provision of North Carolina General Statutes 130A-24 and 150B-23 and all other applicable provisions of Chapter 150B. N.C. General Statute 130A-335(g) provides that your hearing would be held in the county where your property is located. Please note: If you wish to pursue a formal appeal,you must file the petition form with the Office of Administrative Hearings WITHIN 30 DAYS OF THE DATE OF THIS LETTER. The date of this letter is August 2,2022. Meeting the 30 day deadline is critical to your formal appeal. If you file a petition for a contested case hearing with the Office of Administrative Hearings,you are required by law(N.C.General Statute 150E-23)to serve a copy of your petition on the Office of General Counsel, N.C. Department of Health and Human Services, 2001 Mail Service Center, Raleigh, N.C. 27699-2001. Do not serve the petition on your local health department. Sending a copy of your petition to the local health department will not satisfy the legal requirement in N.C.General Statute 150E-23 that you send a copy to the Office of General Counsel, N. C. Department of Health and Human Services. You may call or write the local health department if you need any additional information or assistance. Sincerely, f��i Eti.i can Evans, REHS Environmental Health Specialist Enclosures: Site evaluation Rule.1945, .1948, .1950 Cf,11t1W1)11 Cotlflly (.fivirc 11111f)flltll [(Willi' RQPR:.:;eity - aoaal:yogsl f:‘ \....., 0171 74 7-0 if !t nve) 1 a3 �4in 11. • r, H 1 \ 1l'o(ntr`J %op 3,1 t \ j ? �� '•1,LS F _ i u <s 'Dr 1`„ Jr I'x " ,50;1 ?;F 1 ■ .4 1 1 ,, n {..u^C all O•lS 49 i i• \C: 100.31 leo iP .....,,, .3 / Y.• , c y I o i 0yN� 1\\\ �a, S • e+. 1 ]. l l a 1 �A+ Y t I! J�• 'Y 1 r 1,4 30 Parcel: 461703301423.4227 t.MCGEE POINT RD lin=80it TERRELL, 28682 Tnh MoPons el pudud was pup„od Wu Vae Coto.to.Cu,.a OR NC C..,pa:.al YJuuWa;u S.rNLp. CaW.Va Cuu 1 h.:nWJ.iuuaLinaal.eM111S sol d imag ery art.Ly td mrlliul ord Iobolsrd jokes ul.ls, we a a. ,..J u,V au-op a JaLU con Vus Moue Cala.to/Couuly y,uunlaa J0J raauunu dt my mdegafmanl verrilaalrr,ti Vnt Chile u.,daa.d co I•a n.4.:v4.01 1.su1+1 try VAl uaof.IN.County ul CuW.Va,ila.n,PWyuua,a4onla,and penonnal.Eudiall mid.TWIT riot U.lwb IrW.EA Alit old J,l<na;Ica.Luna w Ia4:4rt..f WSW JY.21,VWiwil or[unaa.luaalWl*ouch muaa Of may WIN tit n Nu muphopul pnid.d id Vey uw 11.0 to Of oily Iw Iwo Gott.1.1/. C0W,1.46a MI C.Lro4V Cu...!;he 0711.1/2022 ®CatnScanner • DEPARTMENTOEENVIRONMENT AND NATURAL RESOURCES Sheet/of DIVISION OF ENVIRONMENTAL HEALTH PROPERTY ID It: ON-SITE WASTEWATERsECtION COUNTY. SOIUSITE EVALUATION �� i r ,for ON-SITE WASTEWATER SYSTEM OWNER HCIDU - APPLICATION DATE. . Y-'L7.2 2_ ADDRESS �s DATE EVALUATED: 7--f? PROPOSED FACILITY: .5 FP PROOPpSgD DESIGN FLOW(.1949): no • PROPERTY SIZE 4<14-C- LACAIION OF SITE; 42 Z 7 Pi G cc_ PF��jck ' _ PROPERTY RECORDED: WATER.SUPPLlj rg'Private 0 Public .s TyYYell 0 Spring 0 Other EVALUATION METHOD: 0 Auger Boring ....Er Pk l) Cut TYPE OF WASTEWATER:/Sewage 0 Industrial Process 0 lama • .. .. .............. .. _ �_:::,::__� ......... :1941 ai_':=:;i:•.aiss:;' _ :::::::::_::::::�-::::_: `YBOF.LL'EFACTOI2S _ - 7.ON..... �Ef"'.�!'Fyy�'agd i " ::::::::E_ [=' §4::. =::r.:::: [[::'.::>(31L ...,.._._1? ...._: ::..195b-.... -..._ a::n� 'T. ioSIIIONt. D.reck{ S hUCL(1RI',i CO$ 'LNCFJ; wtr).'£.SSf SOLk. 5.fl BESn- ' PROF1I:L =raiEi ;Cr PE%- _.,(ThI) ....."'TL7CtVR 5 diNI:L AW0t::: Cdt }k DEPlH.. _Ct S_ ....LWR1 iiiiiiittAjtili Cr Ass o-au Ai c_ r- , 1 4 y8 c�bk L� . r� / ti8" / / P3 I . 0-to . sbk .sti_ .. I l(9-3c; A L Fr 2 A,_te 1j 4t ct-- Fri- / 1° r3 0 -b s L Sci. L /o3z Abk- c_ FI �°S 3 , 3Z-45 rzs6/c Cc G1— • yc� 3 . LO-G SC- p 433 Ac c_ / y8' l� .4 6-1 33 �S6k. CI- rr I ( DESCRIPTION INITIAL SYSTEM REPA SYSTEM OTHER FACT-ORS(.1946): __ IR Available Sp. -(•1W5) nI A '� SITE CI A CSIFICATIO`N(�194S): 0ACPi 1-4 b(Z :SY Trvxs) .>1 �C( "I ]u EVALUATED BY: 3 t �,lGn,t OTHER(S)PRESENT: Site LTAR . COMMEM'S: . . . 133 CamScanner Catawba County Environmental Health RB PR . y aoaa gs1 . .. .• l , •421 . 3 n I . 250,16 (195) o r'a o p0�f1. •4223 , f 1 (t ?rd` 'S (39s)® 1. ® Sao t�v�e\� ®3 is I 50/ 3� r- � � oo H . rroposecl na 5°t IN 30' •4227 ' Patine- 28*' wc‘ 'PIA li tf 8cy e r\Jp/ .„. 105.00 O n' i 3^5 A3 g a -Sd1 ?,F . ',, Locutions althtnti T. 4'' o co ••4237 f 176 I ; ,1.74: ` 109.30 ,Z�p.cp fi: ra r $r).F�e N",,v "„� n5 i, •4253 'o L• • :• :; c2 n. 00..,4 r.i'rn .51 C{r as w ] 94 ''`w.�4' y, :1 i �-w F)ti L i.i'YA1 ri.7 ^ t,t< fy� 1^i• 7Y�7 k7irEi crk'i1-` ,, t.•f3-A1.1.j1-1.;''7 r111 ,z„s 41 Rjf lix �'%'ij i 14( �'... °k°,, 3Y5y ££•"r, 1p0.1: ,i 5T P'k j`hhl''K,, si%.: =*Cu 444( 1.c S» 30 Parcel:!461703301423, 4227 MCGEE POINT RD 1in=60ft TERRELL, 28682 This map/report product was prepared from the Catawba County,NC Geospatial Information Services. Catawba County has made substantial efforts _. to ensure the acaracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends C the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and 'personnel,discialm,'and shall not be held(table for any and all damages,loss or liability,whether direct,Indirect or consequential which arises or may erase horn this map/report product or the use thereof by any person or entity. Copyright 2021 Catawba County NC 07/14/2022 CamScanner 15A NCAC 18A.1945 AVAILABLE SPACE (a) Sites shall have sufficient available space to permit the installation and proper functioning of ground absorption sewage treatment and disposal systems,based upon the square footage of nitrification field required for the long-term acceptance rate determined in accordance with these Rules. (b) Sites shall have sufficient available space for a repair area separate from the area determined in Paragraph (a)of this Rule.The repair area shall be based upon the area of the nitrification field required to accommodate the installation of a replacement system as specified in Rule .1955, .1956, or .1957 of this Section. Prior to issuance of the initial Improvement Permit for a site, the local health department shall designate on the permit the original system layout, the repair area,and the type of replacement system. (c)The repair area requirement of Paragraph (b)of this Rule shall not apply to a lot or tract of land: (I) which is specifically described in a document on file with the local health department on July I, 1982, or which is specifically described in a recorded deed or a recorded plat on January 1, 1983;and (2) which is of insufficient size to satisfy the repair area requirement of Paragraph(b)of this Rule,as determined by the local health department;and (3) on which a ground absorption sewage treatment and disposal system with a design daily flow of: (A) no more than 480 gallons is to be installed;or (B) more than 480 gallons is to be installed if application for an improvement permit which meets the requirements of Rule .1937(c)of this Subchapter is received by the local health department on or before April 1, 1983. (d)Although a lot or tract of land is exempted under Paragraph(c) from the repair area requirement of Paragraph(b), the maximum feasible area, as determined by the local health department, shall be allocated for a repair area. History Note: Authoriy G.S. 130A-335(e)and(Q;; July I, 1982; Amended 1i r Fehrumv 1, 1992;July 1, 1983;January 1, 1983. 15A NCAC 18A.1948 SITE CLASSIFICATION (a) Sites classified as SUITABLE may be utilized for a ground absorption sewage treatment and disposal system consistent with these Rules. A suitable classification generally indicates soil mid site conditions favorable for the operation of a ground absorption sewage treatment and disposal system or have slight limitations that are readily overcome by proper design and installation. (b)Sites classified as PROVISIONALLY SUITABLE may be utilized for a ground absorption sewage treatment and disposal system consistent with these Rules but have moderate limitations. Sites classified Provisionally Suitable require sonic modifications and careful planning, design, and installation in order for a ground absorption sewage treatment and disposal system to function satisfactorily. (c)Sites classified UNSUITABLE have severe limitations for the installation and use of a properly functioning ground absorption sewage treatment and disposal system. An improvement permit shall not be issued for a site which is classified as UNSUITABLE. However, where a site is UNSUITABLE, it may be reclassified PROVISIONALLY SUITABLE if a special investigation indicates that a modified or alternative system can be installed in accordance with Rules .1956 or.1957 of this Section. (d) A site classified as UNSUITABLE may be used for a ground absorption sewage treatment and disposal system specifically identified in Rules.1955,.1956,or.1957 of this Section or a system approved under Rule.1969 if written documentation,including engineering,hydrogeologic,geologic or soil studies,indicates to the local health department that the proposed system can be expected to function satisfactorily. Such sites shall be reclassified as PROVISIONALLY SUITABLE if the local health department determines that the substantiating data indicate that: (I) a ground absorption system can be installed so that the effluent will be non-pathogenic, noninfectious, non-toxic,and non-hazardous; (2) the effluent will not contaminate groundwater or surface water;and (3) the effluent will not be exposed on the ground surface or be discharged to surface waters where it could conic in contact with people,animals,or vectors. The State shall review the substantiating data if requested by the local health department. History Note: Authority G..S. 130A-335(e); Eff.July 1, 1982: Amended Eft April 1, 1993;January 1, 1990. ISA N(:AC IRA .1950 LOCATION OF SANITARY SEWAGE SYSTEMS (a) Every sanitary sewage treatment and disposal system shall be located at least the minimum horizontal distance from the following: (I) Any private water supply source. including any well or spring 100 feet: (2) Any public water supply source 100 feet: (3) Streams classified as AVS-1 100 feet; (4) Waters classified its S.A. I00 feet, from 'neat) high water mark: (5) Other coastal waters 50 feel, front mean high water mark: (6) Any other stream.canal.marsh.or other surface waters 50 feet: 17) Any Class I or Class II reservoir 100 feet, from normal pool elevation: (8) Any permanent storm water retention pond 50 feet,from flood pool elevation: (9) Any other lake or pond 50 feet, from normal pool elevation: (10) Any building foundation 5 feet: (II) Any basement 15 feet: (12) Any property line 10 feet: (13) Top of slope ofentbankments or cuts of 2 feet or more vertical height 15 feet: (14) Any water line It) feet; (15) Drainage Systems: (A) Interceptor drains, foundation drains,and storm water diversions (i) upslope 10 feet. (ii) sideslope IS feet.and (iii) downslapc 25luct: (RI Groundwater lowering ditches and devices 25 feet: (16) Any swimming pool 15 feet: (17) Any other nitrification field(except repair area) 20 feet; (h) (iround absorption sewage treatment and disposal systems may he located closer than 100 feet from a private water supply, except springs and uncased wells located downslope and used as a source of drinking water. for repairs, space limitations,:and other site-planning considerations but shall he located the nraxinnun feasible distance and in no case less than 50 feet. (c) Nitrification fields and repair areas shall not be located under paved areas or areas subject to vehicular traffic. If effluent is to be conveyed under areas subject to vehicular traffic,ductile iron or its equivalent pipe shall he used. However. pipe specified in Rule .1955 (c)may be used if a mininnnn of30 inches of compacted cover is provided over the pipe. (d) In addition to the requirements of Paragraph(a)of this Rule,sites to he used for subsurface disposal for design units with flows over 3.000 gallons per day, as determined in Rule .1949 (a) or (b) of this Section, which include one or more nitrification fields with individual capacities of greater than 1.500 gallons per day. shall be located at least the minimum horizontal distance from the following: (I) Any Class I or I I reservoir or any public water supply source utilizing a shallow(tinder 50 feet)groundwater aquifer 500 feet: (2) Any other public water supply source. unless determined to utilize a confined aquifer 20(1 feet: (3) Any private water supply source,unless determined to utilize a confined aquifer 100 feet; (4) Waters classified as SA 200 feet,from mean high water mark; (5) Any waters classified as WS-I 200 feet; (6) Any surface waters classified as WS-II, WS-Ill, B.or SIi 100 feet;and (7) Any property line 25 feet. (e) Collection sewers, force mains, and supply lines shall he located at least the minimum horizontal distance from the following: (I) Any public water supply source. including wells,springs, and Class I or Class II reservoirs 100 feet,unless constructed of leakproof pipe,such as ductile iron pipe with mechanical joints equivalent to water main standards, in which case the minimum setback may he reduced to 50 Icet; (2) Any private water supply source, including wells and springs 50 feet, unless constructed of similar leakproof pipe,such as ductile iron pipe with mechanical joints equivalent to water main standards, in which case the minimum setback may he reduced to 25 feet; (3) Any waters classified as WS-I, AVS-II, WS-III, Il, SA,or SF) 50 feet,unless constructed of similar leakproof pipe,such as ductile iron pipe with mechanical joints equivalent to water main standards, in which case the minimum setback may he reduced to 10 feet; (4) Any other stream,canal,marsh,coastal waters, lakes and other impoundments,or other surface waters 10 feet; (5) Any basement 10 feet; (6) Any property line 5 feet; (7) Top of slope of embankments or cuts of two feet or more vertical height I 0 feet: (8) Drainage Systems: (A) Interceptor drains,storm drains,and storm wafer diversions 5 feet; (Il) Ground-water lowering ditches and devices 10 feet; (9) Any swimming pool 10 feet; (10) Any other nitrification field 5 feet. (I) Sewer lines nay cross a water line if 18 inches clear separation distance is maintained,with the sewer line passing under the water line. When conditions prevent an 18-inch clear separation from being maintained or whenever it is necessary for the water line to cross under the sewer,the sewer line shall he constructed of ductile iron pipe or its equivalent and the water line shall be constructed of ferrous materials equivalent to water main standards for a distance of at least ten feet on each side of the point of crossing, with full sections of pipe centered at the point of crossing. (g) Sewer lines may cross a storm drain if: (I) 12 inches clear separation distance is maintained;or (2) the sewer is of ductile iron pipe or encased in concrete or ductile iron pipe for at least five feet on either side of the crossing. (II) Sewer lines may cross a stream if at least three feet ofstable cover can he maintained or the sewer line is of ductile iron pipe or encased in concrete or ductile iron pipe for at least ten feet on either side of the crossing mid protected against the normal range of high and low water conditions,including the IN-year Ilood/wave action. Aerial crossings shall he by ductile iron pipe with mechanical joints or steel pipe. Pipe shall be anchored lift at least ten feet on either side of the crossing. (i) Septic tanks,lilt stations,wastewater treatment plants.sand filters,and other pretreatment systems shall not he located in areas subject to frequent hooding (areas inundated at a ten-year or less frequency) unless designed and installed to be watertight and to remain operable during a ten-year storm. Mechanical or electrical components of treatment systems shall be above the 100-year flood level or otherwise protected against a I t)0-year flood. Ilisnny,Vote: .I1 :Drily G.S. 131)4-3 35(e)wad O. lff. Jule' 1, 1982; Amended!p/f.lunulu,t' 1. 1990; (h701e. 1. 1982. U.S. Postal Service'"" CERTIFIED MAIL° RECEIPT -n Domestic Mail Only ru r. For delivery information,visit our website :t www.usps.comk. He u DE • , Q Certified Mail Fee u7 a .. N/'_,�ni Extra Services&Fees(cheek box,add fee as appropriate) 0 Return Receipt(hardcopY) $ .__.) ra ElR,o Return Receipt(electronic) $ p$Srk I] ❑Certified Mail Restricted Delivery $ _ fljo Q ❑Adult Signature Required $ `o ❑Adult Signature Restricted Delivery$ p Postage .`"?.:99 9 8_...../'�/\ `n &8 , �04-Z022-408� — Er Total Postage an es $ Pascal&Christine Helou ra Sent To 4552 Giles Av III �3tq�� .s O Street end ApgfterriNfpi d, NC 28673 is- �ify,State,Z!P+46 .1.97.1TTc#:(1.1/iR1711WL51.-t5arwarvant,a.anv :r:7Lvvr::cr:sra.Ia:r inralr.i.ci Certified Mail service provides the following benefits: •A receipt(this portion of the Certified Mall label). for an electronic return receipt,see a retail •A unique identifier for your mailpiece. associate for assistance.To receive a duplicate •Electronic verification of delivery or attempted return receipt for no additional fee,present this delivery. USPS®-postmarked Certified Mail receipt to the •A record of delivery Including the recipient's retail associate. signature)that is retained by the Postal Service— -Restricted delivery service,which provides for a specified period. delivery to the addressee specified by name,or to the addressee's authorized agent. Important Reminders: -Adult signature service,which requires the •You may purchase Certifiedlas F E Y�E■ t 21 years of age(not First-Class Mail",First-CI ice, MY�hY� or Priority Mail0 service. V 1 ig A fi 1.16.4. •stricted delivery service,which •Certified Mail service is not available for requires the signee to be at least 21 years of age International mail. and provides delivery to the addressee specified •Insurance coverage is notavailable for purchase by name,or to the addressee's authorized agent with Certified Mail service.However,�N1�������prcchas4 T(ogle at retail). of Certified Mail service does not chat 1 ■ o ensurre`m at your Certified Mail receipt is Insurance coverage automatically included with accepted as legal proof of mailing,it should bear a certain Priority Mall items. LISPS postmark.If you would like a postmark on •For an additional fee,and with a proper this Certified Mail receipt,please present your endorsement on the mailplec#.ou rpa request ifl t a Post Office'for the following services: CI1VIW IMen rn . don't need a postmark on this -Return receipt service,which provides a record Certified Mail receipt,detach the barcoded portion of delivery(including the recipients signature). of this label,affix it to the mallplece,apply You can request a hardcopy return receipt or an appropriate postage,and deposit the mailpiece. electronic version.For a hardcopy return receipt, complete PS Form 3811,Domestic Return Receipt;attach PS Form 3811 to your mailpiece; IMPORTANT:Save this receipt for your records. PS Form 3800r April 2015(Reverse)PSN 7530-02-000-9047 SENDER: COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3. A. Signal re • Print your name and address on the reverse X all0 Agent so that we can return the card to you. 0 Addressee • Attach this card to the back of the mailpiece, ,e e�iv by(Printed me)//,' C. Date of Delivery or on the front if space permits. I/i'i ,� ,}^P I rY, ._l (6 -4-71 1. Article Addressed to: Is delivery address different from item 1? 0 Yes If YES,enter delivery address below: 0 No Pascal&Christine Helou 4552 Giles Av Sherrills Ford, NC 28673 111111111111111111 II'IIIIIIII I'II(III II II I III II'II I I II II I III 3. Service Type CI Adult Signature 0 Priority Mail Express® 0 Registered MaiITM D Adult Signature Restricted Delivery 0 Registered Mail Restrictet 9590 9402 7152 1251 8033 40 lig Certified Mail® Delivery Di Certified Mail Restricted Delivery 0 Signature ConfirmationTm D Collect on Delivery D Signature Confirmation 2. Article Number(Transfer from service label) 0 Collect on Delivery Restricted Delivery Restricted Delivery D Insured Mail 7021 0950 0001 2504 0026 D Insured Mail Restricted Delivery , (over$500) PS Form 3811,July 2020 PSN 7530-02-000-9053 Domestic Return Receipt USPS TRACKING# First-Class Mail il II Milt iI, I II r Postage e&Fees Paid 5 USPS Permit No, G-10 9590 9402 7152 1251 8033 40 United States •Sender: Please print your name, address, and ZIP+4®in this box* Postal Service RECEIVEDRBPR -04-2022-40851 Dean Evans, REHS ALC 1 1 I022 Catawba County Environmental Health PO Box 389 Newton, NC 28658 Environmental Health lili'1"lllllilli►Ili'ii'iiliillili,l��ii;ii�jFiii;liiiiiji�iii;i Julia English From: Pascal Helou <Pascal@immunizelabs.com> Sent: Wednesday, June 22, 2022 7:32 PM To: Julia English Cc: EH Admin; Dean Evans Subject: Re:4227 McGee Point- Need Payment Attachments: Updated Boundary Survey 6.22.22.pdf This is an external email. Please be cautious before clicking any links or attachments. If you have questions about this email, please send them to suspiciousemail a(�,catawbacountync.gov Julia, please advise Dean that if possible I would like to meet with him when he goes to the property. I want to put the leach fields on the north side of the house in the 15' setback area and I am decommissioning the current well and would like a new well east of the current well. Please find the updated latest site survey with house footprint. Pascal On Jun 20, 2022, at 1:01 PM, Julia English <JENGI,ISH@catawbacountync.gov> wrote: Thank you. I am advising Dean Evans, the newly assigned inspector, by this email. From:pascal@immunizelabs.com <pascal@immunizelabs.com> Sent: Monday,June 20, 2022 10:58 AM To: Regina Munday<RMundav@CatawbaCountvNC.gov> Subject: RE: 4427 McGee Point- Need Payment 'l'hi.s 4.s an external email. Please be cautious before clicking any links or attachments. If you have questions about this email, please send them to suspiciousemail(a,catawbacountvnc.gov Hi Regina, I am following up on this. Brady Ross had visited my property a few weeks ago and asked that I redo a site survey because the property lines were not clear. I have done so and the site was officially surveyed last week. He asked me to reach out to him again when this was done so he can come back to the property. How do I reach him? Pascal 1 lelou 917-952-3620 1 D 4.S DON ALLEN Since 1971"& ASSOCIATES , P. A ' Commercial * Residential * Mortgage Surveys * Multi-Family Construction Staking * Subdivision Design • Topographical 131 Crosslake Park Drive - Suite 102 • Mooresville • NC • 28117 (704) 664-7029 (704) 664-8041 Fax I, certify that this map was drawn under my supervision from an actual survey made under my supervision recorded in deed book 3687 , page 1997 , and/or plat book 14 , page 16 , that the ratio of precision is 1':10,000, that this map was prepared in accordance with the General Statutes of North Carolina LGhapptl� 89C. my hand and seal on the 20 _, day of JUNE �.•`',FtOLIIV,4'"Pi, A.D. 20_ 22 4•411 j :i„,-"• �'. WILLIAM Mi�L�N Q+gi **LAKE NORMAN** . .°� si,..4 I S' a 3 760 CONTOUR UNE '�Ii����L L61P;���,r' LOCATED PER ACTUAL / ,,M1/BUTT FIELD SURVEY \ `(� S ., \ _ - /' /vim `t'�0•IT / VICINITY MAP". 1'PIPE ^NO/3'01'36"W 1'PIP ' No VIAI F... _ I 99.71' ELEv 7sa45' 40 0" g76 t�� I J_ E783•45 30REAR co o LOT 8 I a Ni (0.67 AC.) -.1N O i HOUSE BOX I NEIGHBOR 8'PRIV.FENCE IS ElEV:766.00' I ON UNE (............... LOT 9 EI P o z LOT 7 STUART A. & ELEV:765.89' WAYNE PATRICK JUNG L. STEPHANIE M. \ ELEv:769.30' In e SUS 7/0382NG RHODES }� 2235/0694� I m NEICH. CONC. DRIVE ENCROACHES 0.75' I ELEV;78e.80' tee S. 10 , w. m \ \ t 1 M (11 U! 1 PB.14 PG.16 19k 1 4 OyH�POWER •1 30tFRONT eUP 1" PIPE LEGEND / S05'26'08"E ea, -P.P..=POWER POLE MCGEE POINT RD. I 31.56' MOTES �9 1) THIS PROPERTY MAY BE SUB.ECT TO FJ.P.-EXISTING IKON FOUND (60' R/W) �} • ANY EASEMENT AND/OR RIGHTS-OF-WAY OF RECORD- AREA=t!4 REBAR SET �� ! 2) AREA COMPUTED BY THE COORDINATE R/W= RIGHT-OF-WAY .-ayo J METHOD. �,�r. .�r�'� 3) EXISTING 760'&761'CONTOUR ELEV- CP-COMPUTED POINT — ATHNi BASED ON LAKE NORMAN LAIC: LEVEL AT COWAN'S FORD DAM(READING ON 6/18/2022)ELEVATION: 757.4' 4) OVERHEAD POWER GRI 0' 30' 60' 100' BOUNDARY SURVEY 5) 20000 FEETONUMENT FOUND WITHIN 0 SETBACKS SHOWN PER ZONING OF (ZONED CATAWBA R-30) SCALE IN FEET 4227 MCGEE POINT ROAD LOT 8 MCGEES POINT DEV. SCALE 1" _ 60' MTN. CREEK TWSP., CATAWBA CO., N.C. Fn ELD BOOK: N/A SCALE ACQUIRED BY: PASCAL HELOU DC FILE: TAX MAP NU 481703301427