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HomeMy WebLinkAboutIMPV-04-2023-194665 County: Catawba r,"pV_ 0q-7u2_3 —( 9c IMPROVEMENT PERMIT FOR G.S.130A-335(a2)/SL2022.11 /6o5 _ PIN/Lot Identifier: 4710-0135-3358 Issued To: Thomas Anzalone Property Location: 1194 Astoria Parkway, Catawba NC Subdivision: Astoria Lot b: 25 Block: Section: LSS Report Provided: Yes❑✓ No 0 If yes,name and license number of LSS: Constance M Adams lic# 1186 New Q Repair❑ Expansion ❑ System Relocation ❑ Proposed structure: 4 bedroom single family house Proposed Wastewater System Type: 25% reduction (Initial) 25% reduction (Repair) Fill System:❑Yes Q No If yes,specify:0 New ❑Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 480 GPD Proposed LTAR(Initial): •25 Proposed LTAR(Repair): 424r 0 • 3 p 1 rui i' Design Wastewater Strength: ✓❑domestic ❑high strength 0 industrial process Number of bedrooms: 4 Number of Occupants: 8 Other: Pump Required: ❑Yes 0 No 0 May be required based upon final location and elevations of facilities Artificial Drainage Required: ❑Yes ✓❑No If yes,please specify details: Type of Water Supply:❑✓ Private well 0 Public well 0 Municipal Supply ❑Spring 0 Other: Drainfield location meets requirements of Rule.1945: Yes No 0 Drainfield location meets requirements of Rule.1950: Yes El No❑ Permit valid for:Q Five years(site plan submitted pursuant to GS 130A-334(13a)] ❑No expiration[plat submitted pursuant to GS 130A-334(7a)] Permit conditions: k �'l I {] L I- , ). f u �'1 i NYUdnv►-two( C� t�1 N gekNi "fie L.N( ��r rE -�e" �74�t\ '[c�i r Q'la 1 IS Licensed Soil Scientist Print Name: C nstance M. Ad 9/25/22 Licensed Soil Scientist Signature: Date: The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A-335(a2). 'See attached site sketch' 1194 Astoria PKWY County: Catawba This Section for Local Health Department Use Only Initial submittal received:4/3/23 by RP Date Initials Permit Number: IMPV-04-2023-194665 G.S. 130A-335(a4)states the following: 'If a local health department fails to act on an 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 Date State Authorized Agent: Date: ❑ Denied (See attached report.) Copies of this were sent to the LSS and the Owner on Dote State Authorized Agent: Date: © Complete Ati,State Authorized Agent: Date of Issuance: 5/1/23 This Improvement Permit is issued pursuant to G.S. 130A-335 (a2),(a3),and(a4)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 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: 5/1/28 *See attached site sketch* IMPV-04-2023-1 94665 Septic System Proposal Prepared for Thomas Anzalone By Constance M. Adams, LSS Site: Astoria lot 25, 1194 Astoria Parkway, Catawba, NC Parcel ID 4710-Q135-3358 Catawba County, NC y Proposed development: 4 bedroom house ("--�( 1 Total Design Daily Flow: 48o gallons per day(gpd) Repair area: required • Septic tank size: moo gallons minimum A ,M` /VCR Wastewater strength: Household/domestic <, Revision note: revised to meet requirements of Session Law 2022-11. Original soil work completed on November 6, 2021. Any grading or construction completed in the proposed drainfield area since that date will make this proposal void pending onsite review by Constance Adams. Initial System (soil pits 1-3—see p 4) Soil depth: >48- Depth to unsuitable horizon: >48- Slope: 2% Overall Long-term acceptance rate: .25 gallons per day/square foot trench bottom (GPD/sf) Proposed system type: 25% reduction Recommended trench width: 36- Recommended trench depth: 24-36- Total trench length: 480 feet on 9 foot centers Comment: Four lines of up to 150'each have been laid out as shown on Septic System Proposal Map(page 3). Four 120'lines are needed. Flow should be split into 4 equal parts using a distribution box,with each outlet connected to one line of 120'. Drainfield area is so flat it was impossible to lay out lines exactly on contour. Lines for initial system were laid out exactly io'(edge of drainline) from 43o foot property line, and thereafter on exact 9' centers. With this layout trench depth varied 3"to 6"along any one drainline. It is recommended that at time of install,lines be laid out as described above; double check that elevation doesn't vary more than 9". Set trench depth at 33"-36"deep at highest point(deepest trench depth)of each drainline, then maintain that trench bottom elevation for entire length of line;this should ensure that trench depth is never greater than 36",and is never less than 24". Depending on final elevation of plumbing an effluent pump may be needed. If effluent pump is required,pump tank will be minimum moo gallons Pg 1 ot5 revised 2022-09-25 • Repair area(soil pits 4-5—see p 4) Soil depth: >48" Depth to unsuitable horizon: >48" Slope: 2% Overall Long-term acceptance rate: .? gallons per day/square foot trench bottom (GPD/sf) Proposed system type: 25% reduction Recommended trench width: 36" Recommended trench depth: 18"to 32" Total trench length: oa feet on 9 foot centers Comment: Repair area has space for four 135'to 145'lines,for a total of up to 555 feet of line possible(see p 3). This LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- _ 335(a2)." Pg2of5 SEPl c. S,--(sT' to `._oPosA4. MAP ti 3 °f 5 ?WEP,Aa--Eb i-oQ. r14W-1A5 A)JA l_D? ,--{ Cotos -A►J LE: 0. ADO+) , L-Ss Abk:ot-i GL Ike c.:- 5,T G . 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(" O EALTH AND HUMAN SERVICES Sheet_1_of�'_ LIC HEALTH.ENVIRONMENTAL HEALTH SECTION PLI PROPERTY ID#.4710-0135-3358 PROTECTION BRANCH COUNTY: Catawba__ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) Thomas Anzalone APPLICATION DATE ESS: DATE EVALUATED: I I/d/2021_ POSED FACILITY:_4 BR house PROPOSED DESIGN FLOW(.1949): 480 gal__, PROPERTY SIZE: :`]7 +_ OCATION OF SITE:_1194 Astoria Parkway,Catawba,NC_Astoria lot 25 PROPERTY RECORDED: f10 f WATER SUPPLY: ' ').Private G Public A Well f'Spring ❑Other EVALUATION METHOD: :Auger Boring 5tPit Cut TYPE OF WASTEWATER: k'Se‘,.age. Industrial Process Mixed • a R SOIL MORPHOLOGY OTHER °. (.1941) PROFILE FACTORS 1 .1940 L LANDSCAPE HORIZON PROFILE E DEPTH POSITION/ .1942 CLASS a SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 •1944 STRUCTIFRE/ CONSISTENCE/ WETNESS/ SOIL SAPR RESFR &LTAR TEXTURE MINERALOGY COLOR DEPTH 0 HOR17. CLASS b. 0-7 Imsbk SCI. Ft.se 7-48' Imsbk Cl- Ft.se -- ax -- -- I'` 1 S1 _ . 0-7 Imsbk SCI. Ft,se -as Imsbk CL Ft.se __ s -- Pti 2 st,,a0 _ 1,•I I I scosbk SCL Vfi.se* 11-27 I msbk C Ft.se -- 48- -- PS 325 til, 1,r ImsbkC Fr.se - Min trench depth 23 max trench depth 35- n-7 I msbk SCL Ft.se 7-48' I mshk Cl. Fr se -- -48• -- - PS 4 4 ._ DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): — SITE CLASSIFICATION(.1948): ps Available Space( 1945) V V EVALUATED BY: _ • N1C [I� System Type(s1 7,51 1'1 J, ZS le PC OTHER(SI PRESENT: LKr Site LTAR C, �2 49-- '3 COMMENTS: *pit 3 vli due to compaction,not mineralogy Updated February 2014 Rei 5 ocC SOIL/SITE EVALUATION Sheet .2 of ?. (Continuation Sheet-Complete all field in.full) DEPARTMENT OF HEALTH AND HUMAN SERVICES PROPERTY ID 4:Lf t—QI35AS8 DIVISION OF PUBLIC HEALTH DATE OF EVALUATION: 21 — ENVIRONMENTAL HEALTH SECTION COUNTY: ON-SITE WATER PROTECTION BRANCH P x • f SOIL MORPHOLOGY OTHER h (.1941) PROFILE FACTORS .1940 E LANDSCAPE POSITION! HORII. 1942 1941 .1941 SOIL F9d3 I)5h 1944 I ROF]LF. a SLOPE% ON DEPTHSTRICTURE! TEXTURE 1 fsbk SCL ]msbk CL lmcsbk CL CONSISTENCE! WETNESS/ SOII, S.\F'RO RESTR ('1..\Sti 111 MINERILOGI' COLOR DEPTH CLASS 110141/. S I,'I':V2 0-4" Fr.se Si' 4-29" Fr,se �.� . SL' 2° 'e)-44" Fi,se.c3p redox 7.5YR Srh 44-48" I mshh ('bCL Fi,se:map rcdn chroma 2:411 ('h i t I I I I PS COMMENTS: Updated February 2014