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Home My WebLink AboutIMPV-07-2023-200018 Permit#: IMPV-07-2023-200018 :7, w. ROY COOPER•Governor 1 .: . NC DEPARTMENT OF KODY H.KINSLEY•Secretary .S!' HEALTH AND MARK BENTON •Deputy Secretary HUMAN SERVICES for Health .Avic,, SUSAN KANSAGRA•Assistant Secretary for Public Health o. Division of Public Health Submittal Includes: ✓❑(a2)Improvement Permit ❑(a2)Construction Authorization ❑Fee$ IMPROVEMENT PERMIT FOR G.S. 130A-335(a2) County: Catawba PIN/Lot Identifier: 460601372483 Issued To: APPI)cant I'�1Q�khet,,; and f'I 36. Z l MrV(e( Property Location: 7358 Woodchuck Road Subdivision(if applicable) Lot#: 69 Block: Section: 34 LSS Report Provided: Yes ✓❑ No❑ If yes,name and license number of LSS: Michael Athanas New Expansion ❑✓ System Relocation ❑ Change of Use ❑ Proposed Structure: Single family residence Number of bedrooms: 4 Number of Occupants: 8 Other: Design Wastewater Strength: ✓❑domestic ❑high strength 0 industrial process Proposed Design Daily Flow: 480 GPD Proposed LTAR(Initial): .3 Proposed LTAR(Repair): •1 Proposed Wastewater System Type*: PPBPS (Vertical) (Initial) Pump Required: ❑✓ Yes ❑No 0 May be required Proposed Wastewater System Type*: Pre-Treated Drip (Repair) Pump Required: Q Yes ❑No 0 May be required *Please include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Saprolite System(initial):0 Yes ✓❑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) Fill System(repair):❑Yes ❑Q No If yes,specify:❑New ❑Existing (when adding more than 6 inches of fill to system area provide a fill plan) Usable Soil Depth(Initial): 48"+ Usable Soil Depth(Repair): 30"+ Max.Trench Depth(Initial)*: 36" Max.Trench Depth(Repair)*: 6-12" =Measured on the downhill side of the trench Artificial Drainage Required: ❑Yes Q No If yes,please specify details: Type of Water Supply: ✓❑Private well 0 Public well ❑Shared well ❑Municipal Supply ❑Spring ❑Other: Drainfield location meets requirements of Rule.1945: Yes❑✓ No❑ Drainfield location meets requirements of Rule.1950: Yes ElNo❑ 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: Refer to septic design Licensed Soil Scientist Print Name: Michael Athanas Michael Athanas Digitally signed by Aldlael Athanas Licensed Soil Scientist Signature: Date:2023.07.12 10:21:31-04'0 Date: 7/11/2023 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 7358 Woodchuck Rd Permit#: IMPV-07-2023-200018 This Section for Local Health Department Use Only Initial submittal received: 7/12/2023 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 Deportment 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: 0 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: r❑Complete State Authorized Agent: Date: 7/13/2023 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: 7/13/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 • mA . A SOIL&ENVIRONMENTAL CONSULTANTS MICHAEL ATHANAS&ASSOCIATES LICENSED SOIL SCIENTIST 556 Walden Trail Weddington,NC 28173 (704)576-3887 Reference: 7358 Woodchuck Road; Lot 69 Section 34; PID 460601372483 Catawba County,NC House Footprint: 61' x 64' Building Setbacks: 30' Front; 15' Side; 50' Rear Water Source: Private Well Number of Bedrooms: 4-480 GPD; 2 existing and 2 for expansion Proposed Initial LTAR: 0.3 GPD/FT2 Suggested Initial System Type: PPBPS; Vertical Repair System LTAR: 0.1 gpd/ft2 Repair System Type: Pretreated Drip Distribution: Pressure Manifold Flow per Tap: 3@ Y2" SCH40 at 7.11 gpm(W 1+B2, B3+R4 and Existing) Tap Size and Material: 'A" SCH 40 Number of Panels: 39 System Flow: 21.33 gpm Dosing Volume: 162.27 gallons per dose Pump Run Time: 7.61 minutes Elevation Head: 9.4' Friction Head: 1.12' Pressure Head: 3' Total Dynamic Head: 13.52' Supply Line Length: 85' Proposed Trench Bottom Depth: 36" Septic/Pump tank size: 1000 gallon Septic Tank; 1000 gallon Pump Tank Line Design Length Actual Length Number of Panels Elevation White 1 40' 40' 9 8.9' Blue 2 45' 45' 10 10' White Existing 50' 50' n/a 25.6' Blue 3 50' 53' 12 26.9' Red 4 35' 43' 8 27.9' Initial System: 170'Horizontal PPBPS+Existing Repair System: 2436ft2 Pretreated Drip Bench Mark: 1.1' See Site Plan House Corner: 21.5' Pump Tank: 23' PM: 8.9' Comments: The purpose of this evaluation is to permit the property for a 4-bedroom residence. The existing system will accommodate 2 bedrooms and the new PPBPS System will be installed to expand the system by two bedrooms. • MA&A is only requesting an IP be issued under the requirements of G.S. 130A-335(a2). • The proposed house site has been staked by the surveyor. The back left and right corners are in the existing house and driveway. They are not staked at the corner. • The proposed septic area should be fenced off prior to construction activities and maintained throughout construction. No vehicular traffic should be allowed in the septic area. Failure to do so will result in the permit being revoked. • MA&A is proposing drip repair up to 20' inside of the 50' buffer, along with some additional area in front of the lot for a total of 2436ft2. The repair area in the front of the lot is setback at 15' from the basement cut due to pretreatment. • Keep all parts of the system 25' upslope or 15' on a side slope from a 2' or greater cut. • The existing well is going to be abandoned and a new well is going to be drilled in the area indicated on the site plan. Scale 1"=40' \a. . V North / 35'4.,8' Connect B3 and R4 a this end. ' 7 g I" 82' A ' 11' v / 67' A / . . , 20' Existing 2-bedroom /• 40' ..d1r 58' R4 ;, 4 '�� ystem. i, // _ ' 2 3. Keep the tanks 10'from �I house. i / 63' 2140 ft2 AB#6 Drip Repair ',oil** PT@23' Keep 15'from C E ;; cut to lake. / A: �`i�C� ` Existing MH to be tom 43' �. Ili _ • _ ' v down. 55' ti° • ` HC@21.5 House box surveyed on Nia (56' i \ the property. — J k* Ne' or's Well I Proposed 50 min Well Iik IP"—a, - -4 I \ e. °° `A B#1 /,a AB#5 +�8, I -t�� \ / 1 ' 12' \PM@8.9' ^r, o. 26' 70' / \\. Connect W1 and B2 at / 296ft2 Drip Repair Area this end. 4S BM@1.1' y.00tti � Line Design Length Actual Length Number of Panels_ Elevation �di 96.16 White 1 40' 40' 9 8.9' Blue 2 45' 45' 10 10' _ White Existing 50' 50' n/a 25.6' Blue 3 50' 53' 12 26.9' Red 4 35' 43' 8 27.9' DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES ••• / of 2 DIVISION OF ENVIRONMENTAL HEALTH PROPERTY ID#: 7 58 Woodchuck Road•Lot 69 S-z' �_j 1 IIf;>, ,_41372483 ON-SITE WASTEWATER SECTION i' . '' -a UN -�.•tawba SOIL/SITE EVALUATION �PF1 G for ON-SITE WASTEWATER SYSTEM i fir. • 1 OWNER:EvadeneScronce APPLICATION DATE Il 4;1 , _i ADDRESS:2198 W NC Hwv 10 Newton,NC 28658 L"'1: : LUATE : 023 PROPOSED FACILITY:4 Bedroom Residence PROPOSED DESIGN FLOW(.1949):480 GPD PR • '4% SIZE:,Q. Acres LOCATION OF SITE:7358 Woodchuck Road Denver,NC PROPERT ! a 11:4 22/1976 WATER SUPPLY: ❑ Private ❑ Public E Well ❑Spring ❑Other EVALUATION METHOD: L Auger Boring ❑ Pit ❑Cut TYPE OF WASTEWATER: a'Sewage ❑Industrial Process n Mixed r r a P R SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS 1 .1940 L LANDSCAP HORIZON E E DEPTH .1942 PROFILE # POSITION/ (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS SLOPE% STRUCTURE/ CONSISTENCE/ WETNESS SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY / DEPTH CLASS HORIZ COLOR L 9-10% 0"-8" RBr CL WSBK SS SP FR SEXP S8" Few to 0.3 A B 8"-34" R C SBK SS SP FR SEXP common saprolite I 34"-58" R CL WSBK SS SP FR SEXP 34"-5 inclusions -58" L 9-10% 0"-I T Br CL WSBK SS SP FR SEXP 48' Few to 0.3 A 13 12"-30" R C SBK SS SP FR SEXP common 0.1+Drip saprolite inclusions Repair 2 30"-48" R SiCL WSBK SS SP FR SEXP 30"-48" L 9-10% 0"-22" Br CL WSBK SS SP FR SEXP Few Mn 48" 0.3-0.275 A B 22"-52" R C SBK SS SP FR SEXP 3 L 9-10% 0%7" Fill c,uc 0.3 A B 7"-40" RBr CL WSBK SS SP FR SEXP 0.1+Drip Repair 4 40"-60" RY CL WSBK SS SP FR SEXP L 9-10% 0"-20" RBr CL WSBK SS SP FR SEXP 1 50" Few to 0.3 A B comm20"-43" R C SBK SS SP FR SEXP saprolite on 5 43"-51" R CL WSBK SS SP FR SEXP inclusions 43"-50" 1 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): Available Space(.1945) Existing+510 FT2 2436ft2 EVALUATED BY:Michael Athanas and Associates System Type(s) PPBPS;Horizontal Pretreated Drip OTHER(S)PRESENT: Site LTAR 0.3 0.1 DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Sheet 2 of 2 DIVISION OF ENVIRONMENTAL HEALTH PROPERTY ID#: 7358 Woodchuck Road;Lot 69 Sect.34;PID#460601372483 ON-SITE WASTEWATER SECTION COUNTY:Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM cont. • 1' � SOIL MORPHOLOGY OTHER r (.1941) PROFILE FACTORS .1940 . LANDSCAP I10RIZON E DEI'i'li PROFILE POSITION/ (IN.) .1942 .1941 .1941 SOIL .1943 .1956 .1944 CLASS SLOPE°A° STRUCTURE/ CONSISTENCE/ WETNESS SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY / DEPTH CLASS HORIZ COLOR 1,9-1 I1"u 0"-15" Br CL WSBK SS SP FR SEXP 52" Few to 0.3+ 4 S l5"-24" R C SBK SS SP FR SEXP common saprolite 6 24"-52" R SiCL WSBK SS SP FR SEXP inclusions 24"-52" • . L 9-I u"" 0"-23" RBr CL WSBK SS SP FR SEXP 30" 0.3 AB 23"-30" RCSBK SSSPFRSEXP 0.1+Drip Repair 7 Comments: The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2). LEGEND use the olblvin_ standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE?OSITION GROUP TEXTURE ,1955 LTAR* .1957 LTAR* CONSISTENCE STRUCTURE CC(Concave Slope) I S(Sand) 1.2-0.8 0.6-0.4 NEXP(Non-expansive) G(Single Grain) CV(Convex Slope) LS(Loamy Sand) SEXP(Slightly Expansive) M(Massive) D(Drainage Way) EXP(Expansive) CR(Crumb) DS(Debris Slump) 11 SL(Sandy Loam) 0.8-0.6 0.4-0.3 GR(Granular) FP(Flood Plain) L(Loam) SBK(Subangular Blocky) FS(Foot Slope) ABK(Angular Blocky) H(Head Slope) III Si(Silt) 0.6-0.3 0.3-0.15 PL(Platy) L(Linear Slope) SiCL(Silty Clay Loam) PR(Prismatic) N(Nose Slope) CL(Clay Loam) R(Ridge) SCL(Sandy Clay Loam) MOIST WET S(Shoulder Slope) SiL(Silt Loam) T(Terrace) VFR(Very Friable) NS(Non-sticky) IV SC(Sandy Clay) 0.4-0.1 0.2-0.05 FR(Friable) SS(Slightly Sticky) SiC(Silty Clay) Fl(Finn) S(Sticky) C(Clay) VPl(Very Firm v.Very Sticky) VS(Very Sticky) 0(Organic) None None EFI(Extremely Firm) NP(Non-plastic) SP(Slightly Plastic) *Adjust LTAR due to depth,consistence,structure,soil wetness,landscape,position,wastewater flow and quality. P(Plastic) NOTES VP(Very Plastic) HORIZON DEPTH In inches below natural soil surface DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITE S(suitable)or U(unsuitable) SOIL WETNESS Inches from land surface to free water or inches from land surface to soil colors with chroma 2 or less-record Munsell color chip designation CLASSIFICATION S(Suitable),PS(Provisionally Suitable),or U(Unsuitable) Evaluation of saprolite shall be by pits. Long-term Acceptance Rate(LTAR):gal/day/ft2 Show profile locations and other site features(dimensions,reference or benchmark,and North). • DENR(######) Review(#####)