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HomeMy WebLinkAboutIMPV-08-2023-201901.tif 1 Per111iI I ,e4.17 aA,, ROY COOPER • i;,ivr•rnor l' NC DEI'AR1-P1F (.1 i HEALTH AND KODY H. KINSLEY cret:n s MARK BENTON • lr=(?uty secretary for He ai!I re HUMAN SERVICES SUSAN KANSAGRA • ri,ti ;In l ;0-011 ry si m i,f 1:il•!� I ilia Submittal Includes: ®(a2)Improvement Permit ❑(a2)Construction Authorization ❑Fee$ IMPROVEMENT PERMIT FOR G.S. 130A-335(a2) county: Catawba PIN/Lot Identifier: 368701073847 Issued To: Chris Ikerd Property Location: 3469 Airport Road Maiden, North Carolina 28650 Subdivision(if applicable) Lot#: Block: Section: LSS Report Provided: Yes® No❑ If yes,name and license number of LSS: Steven Randal Cannon 1J 1291 New© Expansion 0 System Relocation ❑ Change of Use ❑ Proposed Structure: House Number of bedrooms: 3 Number of Occupants: Other Design Wastewater Strength:®domestic ❑ high strength 0 industrial process Proposed Design Daily Flow: 360 GPD Proposed LTAR(Initial). .3 Proposed LTAR(Repair). .3 Proposed Wastewater System T pe•: Accepted III-G Y y (Initial) Pump Required. ❑Yes ®No ❑May be required Proposed Wastewater System T •: Accepted I I) B Pump q ® ❑No ❑May be required p Y YPe � (Repair) Required: Yes *Please include system classification for proposed wastewater system types in accordance with 15A NCAC 18A.1961 Table V(a) Saprolite System(initial): ❑Yes ®No Saprolite System(repair): ❑Yes ® No Fill System(Initial):❑Yes ®No If yes,specify:❑New ❑Existing (when adding more than 6 inches of fill to system area provide a fill plan) Fill System(repair):❑Yes ®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): 40" Usable Soil Depth(Repair): 48 Max.Trench Depth(Initial)': 21 Max.Trench Depth(Repair)`: 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 ❑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® No❑ 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 Randal Cannon Licensed Soil Scientist Signature. —4/f-Ps• 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 I OcA;nON 5605 Six Forks Road,Building 3 Raleigh. NC 27609 MAII INc.ADDRESS 1632 Mail Service Center.Raleigh. NC 27699-1632 www ncdhhs.gov • Tn 919-707-5854 • FAX 919-845-3972 AN EOUAI OF PORTt1NITY 1 AFFIRMATIVE ACTION EMPLOYER _ 3469 Airport Rd Permit#: IMPV-8-2023-201901 This Section for Local Health Department Use Only Initial submittal received: 7/31/2023 by RP Date Initials G.S. 130A-335(a3)states the following: When on 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 deportment 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: ©Complete y^_, �/�/ //II^'� ' State Authorized Agent: !�""`'�'"'� 'G' / Date: 8/4/2023 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: 8/4/2028 *See attached site sketch* G.S. 130A-335(a2)Common Form 2 V.2023.07 7 Coddle Creek Soil Consulting, LLC 5500 Deer Run Court Davidson, NC 28036 (704) 706-4645 July 25, 2023 Catawba County Environmental Health Attention: Mr. Robbie Phelps 349 North Center Street Newton,North Carolina 28658 Subject: Recommended Wastewater Disposal System 3469 Airport Road Maiden, North Carolina 28650 Pin# 368701073847 Tract 2 Chris Ikerd, Owner Enclosed you will find a copy of the wastewater disposal system proposed for Chris Ikerd. The property is located at 3469 Airport Road Maiden,North Carolina 28650 described as Tract 2 Pin # 368701073847. Attached are sealed soil notes as well as site plans and designs for the 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 is to be used to issue an Improvement Permit in accordance with G.S. 130A-335(a2) and (a3)." t Owner: Chris Ikerd Signature: "This AOWE/PE submittal is pursuant to and meets the requirements of G.S. 130A- 335(a2) and (a5)." t Steve Cannon, LSS (.;/47'-‘ Signature: C\p/prd", ��51z3 Design Specifications for Proposed Wastewater Systems Applicant: Chris Ikerd Property Address: 3469 Airport Road Maiden, North Carolina 28650 Pin #368701073847 Tract 2 Acres: 5.00 Catawba County, North Carolina Source of Water Flow 3 Bedroom House Wastewater Treatment Systems Accepted/Accepted Septic Tank 1,000 gallons Estimated Daily Flow 360 gallons/day Wastewater Treatment: Initial Accepted Loading Rate .3 g/d/sq.Ft. Drainfield Size 300 feet of Accepted Slope 17 percent Slope Correction 7 inches Trench Bottom Depth 21 inches on downslope Wastewater Treatment: Repair Accepted Pump Tank 1,000 gallons Distribution Device Pressure Mani k ld Loading Rate .3 g/d/sq.ft. Drainfield Size 300 feet Accepted Slope 6 percent Slope Correction 3 inches Trench Bottom Depth 30 inches on downslope • 1 J q t Nitrification Lines Elevation and Length Applicant: Chris Ikerd Physical Address: 3469 Airport Road Maiden, North Carolina 28650 Pin #368701073847 Track 2 Acres: 5.0 Catawba County, North Carolina Initial Line Flag Line Elevation Flagged Length Design Length Color 1 Pink 2.18' 92' 92' 2 Blue 3.93' 102' 102' 3 White 6.35' 67' 67' 4 Red 8.10' 39' 39' Total 300' Total 300' Repair Line Flag Line Elevation Flagged Length Design Length Color 1 Orange 4.20' 66' 66' 2 Red 5.0' 84" 84' 3 Blue 5.85' 92' 74' 4 White 7.02' 94' 76' Total 336' Total 300' 2 , ';',11;. : ''• I I I -0 a n if% in"3 _ • • • • • ", 77 cri N) 74 . — 3 0 I w a) in CD < c) — 0 rt; CD 0 7..-5 --1 a :3 0 (r) (") r-4- D D El 0. 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DATE EVALUATED:7--- PROPOSED FACILITY: P Pc�SE DESIGN LOW(.1949): C� PROPERTY SIZE: $;8 LOCATION OF SITE: 3/ Q o)yo r I � j4-1.1 , ,c,�`�G PROPERTY RECORDED: WATER SUPPLY: private ❑Public Li Well L Spring 'C Other EVALUATION METHOD: LPPCugerBoring tt L Cut TYPE OF' WASTEWATE'• • _ .( dustrial Process L Mixed • R • • a •c, • P O SOIL MORPHOLOGY row.s D. . D,,z +� F (.1941) c;l- • +.% 1 .1940 °'• ii„ .LLANDSCAPE HORIZON ��� \ ' E POSITION/ DEPTH 1,1�" '' I=T PROFILE SLOPE% .1942 ? : CLASS �•) .1941 .1941 SOII, tt. �,�� C', : •:,. STRUCTURE/ CONSISTENCE! WETNES . et 4! • &LTAR . TEXTURE MINERALOGY COLOR w 4 0-1, 5.., ,- 5i . C 56k. s .470 tryie 57P, 5,4sAya ,25, 4 , , ps-- 1.77 _ _ , 3 0 L 0 -9 " 4 5•(-' NsA 7s%,� 10 s-') ' (D5 1 7 g . 3 d-co ' c- 5_ j /6----la` s ,0 s v, 4ps , ,,„, , ,,,, • . , . Pl. - ,. 0 _,, A' J., "..) _-___ __ 2s/it l0 J3.so,• c sy� s .s g4 s. • / G . 3 I DESCRIPTION INITIAL.SYSTEM REPAIR SYSTEM (j 1'IT} R FACTORS(.1946): C SITE CLASSIFICATION(.1948): Available Space(.1945) ✓ ✓ /� E V ALU.ATEI)BY: Se€4.�tr LQ ifice -' System Type(s) teem'� b 4j!'C•,�" O.F!WR(S)PRESENT: Site LTAR , 5' . 3 COMMENTS: Updated February 2014 SOIL/SITE EVALUATION Sheer of I('nntntlrrrui';i AYu i-('nmplem u/IIi Itl HI lull) PROPERTY II)#: l)ATI OF I?VALUATION: r . . COUNTY: r 01,k; _l,kfit a q SOu!S.'''. o SOIL MORPHOLOGY 07'HF • p' -�` �� P (.1941) PROF'1 . F• GiT 1 — /�i w � jr, L 1940 I + '_.. E LANDSCAPE HORIZ .194 � . J• POSITION/ .1941 .1941 SO1: `f r °' ON 1. ��. 194• PROFILE # SLOPE% S'fRUC"fiIRL1 CUNSISTEN('E! ��ETN 4 DEPTH SOI 'S 'A; CLASS (IN.) TEXTURE MINERALOGY COLO _�(j,'TH ''S '47 &1,TAR "!-4� 1201 r r�' ' y) RI- !z-5o C ,-,0- s .� s074 r9-SY V�� 5 . 6 z _ COMMENTS: ______ Updated February 2014