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HomeMy WebLinkAboutIMPV-05-2023-194815.TIF /B• \ CATAWBA COUNTS' Case# IMPV-05-2023-194815 .t ..y. Public Health Department Subdivision ' Environmental Health Division PIN# 461602593350 PO Box 389,25 Government Drive,Newton,NC 28658 LOT# 2 84Z w Site Address: 8527 FIELDSTONE DR, TERRELL NC 28682 Name on Permit: LUX CUSTOM HOMES LLC Property Size: Acres 1.048 Directions: NC 150, right onto Kiser Island Rd, right onto Fieldstone Dr, left onto Beechwood Trail Owner/Authorized Representative Acknowledgement of Permit Receipt JI certify that I am the owner or authorized agent(owner's authorization required)representing the owner of the property described above. JAs the property owner or authorized representative, I have received the above referenced permit(s)as requested in the application for service RBPR-04-2023-44056,by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) Electronic Image Transmittal/E-mail (Return receipt required) 11 As the property owner or authorized representative I have reviewed and understand the specific conditions of the permit issued, and further understand that all applicable regulatory requirements specified under the North Carolina Laws and Rules for Sewage Treatment and Disposal Systems (15A NCAC 18A.1900), and/or Well Construction Standards(15A NCAC 2C.0100), shall apply to the issuance of this permit and the construction of the wastewater system and/or water supply well permitted. Permit Issue Date: 05/02/2023 C.:1•1(72) ..".- Owner/Authorized Representative Signature Date Q S 101123 Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name al person sending permit) Signature Date/'Time Method: Fax Email US Mail Other Owner's request to send by the above indicated method of transmittal in lieu of signature We wantt tto hear from yoPPlease ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCusttomerService 05/02/2023 15:43 8527 Fieldstone Dr County: Catawba This Section for Local Health Department Use Only Initial submittal received:4/18/23 by RP Date initials Permit Number: IMPV-05-2023-194815 G.S. 1304-335(a4)states the following: 'If a local health deportment fails to act on an application far 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: El 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 Date State Authorized Agent: Date: © Complete State Authorized Agent: Date of Issuance: 5/2/23 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: 5/2/28 *See attached site sketch* County: Gck4i IMPROVEMENT PERMIT FOR G.S.130A-33S(a2)/512022-11 PIN/Lot Identifier: 1.-14,\Cep1.S -S-bC0 Issued To: Lu,t CA,A4kOvel Vii>Ne.+c. t 14.(...- Property Location: f itA+l5'Jts.+^C. Or 1-ok '2 "T-crre"il tAl cSG 2 _ Subdivision: Lot tr: 2_. Block: Section: LSS Report Provided: Yes lir No if yes,name and license number of LSS; 5e rr+ 4 jt'stntirx _ (le 12-S1 New El Repair❑ Expansion ❑ System Relocation Proposed Structure: Si ruyt. (":-Ct^'►� Proposed Wastewater System Type: eteft i- ' (Initial) PPe•PS (Repair) Fill System:❑Yes t No If yes,specify;0 New 0 Existing (when adding more than 6 inches of fill to system area please provide a fill plan) Proposed Design Daily Flow: 1'450 GPD Proposed LIAR(Initial): i.'3 Proposed LIAR(Repair): 0. 3 Design Wastewater Strength:L2 domestic 0 high strength ❑industrial process Number of bedrooms: LI Number of Occupants: IS Other: Pump Required: II]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:Z Private well 0 Public well vlunicipal Supply 0 Spring 0 Other. Bromfield location meets requirements of Rule.1945: Yes Q4 No Li Grainfield location meets requirements of Rule.1950: Yes 51 No 0 Permit valid for:In Five years[site plan submitted pursuant to GS 130A-334(13a)) 0 No expiration[plat submitted pursuant to GS 130A-334(70 Permit conditions: dtC ijYI Licensed Soil Scientist Print Name: M. C 1744, itZft5 Licensed Soil Scientist Signature: r.T , .P 1' /( p.. i ,�- Date: c7 7/ Z.„? The LSS evaluation is being submitted pursuant to and meets the requirements of G.S.130A.33542j. 'See attached site sketchy SOIL & FORESTRY SERVICES OF THE CAROLINAS, PA www.so i landfore stryse rvice s.corn Project#: 23-0030 April 3"1, 2023 Lux Custom Homes,LLC Attn: Vipd Baloiu Email: Iknlux@gmail,com RE: Soil&Site Evaluation for a 4 Bedroom Residence at Fieldstone Dr.,0.956 ac Proposed Lot#2, Portion of PID#(461602593350),Terrell, NC 28682. Mr. Baloiu: At your request Soil & Forestry Services of the Carolinas (S&FS) has performed soil/site evaluations on parcel noted above. The Lot size is noted on the attached survey map&soil evaluation form. The purpose of our work was to identify soil areas with potential to support subsurface wastewater disposal systems and provide design details for Session Law submittal to lredell County Health Department. Site Conditions At the time of our evaluation land cover on the property was partially cleared/graded for the house pad and open field.Topography within the evaluated area was gentle slope near the house site and proposed drainfield area. Property lines and corners were marked at the time of the evaluation by Helton Surveying& Mapping. The surveyor provided an Autocad File of a survey with both lots as a basemap.The proposed septic layout was located via GPS&tape measures and used to produce the attached Site Plan. House location established in Autocad and must be survey staked. Methodology We evaluated soil areas through the use of auger borings. Sail morphological conditions including color, texture,structure,etc. were reviewed in the field with four boring locations on the property flagged and located via GPS. Three of the four are located in or adjacent to the proposed septic layout. Soil suitability was determined by referencing 15A NCAC 18A.1900"Laws and Rules for Sewage Treatment and Disposal Systems".Soil&Site Evaluation Forms were utilized to record the soil morphological data for each pit.The house envelope was located in the AutoCad file based on zoning, septic and pool setbacks. An on-ground layout of system and repair was performed using a laser level. Pin flag locations of the layout were also located by GPS and tape measures. Detailed system & repair information is summarized in the following paragraph for this proposed Lot (#2). Fieldstone Dr.- Lot 2 (See Attached Design) The septic layout for this lot(8' centers)yielded a total of 540 linear feet of line. The primary system is proposed as 270 linear feet of Modified Conventional (50% Reduction)drainfield with low pressure distribution. Trench depth is specified at 36 inches (Low Side).The repair system is proposed as 267 linear feet of PPBPS (50% Reduction) drainfield with low pressure distribution. Trench depth is specified at 36 inches(Low Side). Session Law Requirements All information needed to issue the IP must be submitted with the application.The application shall include all information described in 15A NCAC 18A .1937(d) and be accompanied by a signed and dated statement from the applicant(owner or owner's legal representative) that reads as follows: '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)." Owner Date Print Name LUX UST®M HOMES lec / U/act E��r Signature _� p Lf (� I The LSS evaluation shall include a statement bearing the LSS seal and signature that reads as follows: "The LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A- 335(a2)_" Disclaimer This report reflects the findings of S&FS, PA. This LSS evaluation is being submitted pursuant to and meets the requirements of G.S. 130A-335(a2)."Any site modifications that impact the proposed septic areas on the site may nullify this design for Fieldstone Drive, Proposed Lot#2,Terrell NC 28682.System design requirements and site requirements shall be adhered to for installation and Operations Permits to be issued by the local Health Department. If you haye questions regarding these requirements a Pre- Construction meeting should be scheduled to discuss. Please contact S&FS if you have any questions regarding this report or the attached information. S&FS also offers septic system inspection, wetland delineation and forestry services. Sincerely, SOIL .,.1 ,l ,, It's4ago ' Ii-i#1„, ,s1 Eli /� /// ! i ' 41:. n8 1.'51 ' • S hy: . , ....., S. Ashley Rollans, LSS ! ... Op Gii',0 Attachment: Septic Design NO RTN riA N..../ ""......."1114. N 04'35100" E 121.95 p35,68) 1,.• cD C2 61 co i=t, • COO CO )---• DRAINAGE"W4- \----___-----_—_---- ;,.- (c) dai io co, cy, - , 1---4 5rj • DA. P o20- 5), S4 i p• ,..., i•-•'; i' -:e c.• •,, K-5,' VP, \ . C> .. ---, * (----:Di! /cr. 3) \ ...,-\ cIA t co , I 1.--, \ '4, \ , .--ij 0, c). c/) i, goo \\\\ ci. C/D I Fu tut el 0-9 fzi \_....._.,, CIP CO C=, I rr; csii .7.:1 c). ! S-71 tx, t—t * . I r! )1 (-- r.,_. 41. I :"...' / — ' SF L 0' 1 ix, ul -,..., Cr, / A I / W t i = 1 / >. 1 .r) 1 3..... --4 , 1\.., [41 VE CZ)i ". mi (71 I^ I (;)--- j-------____ ____ 85'_ 23 ir----, u. 0....... /A, , , (.1 ,,/ • NO t-(1/r Nc ,,__,..„, ,, cirrfnic I n --I ic31)- ,,A 1 in --. 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MA— SR.il 111/1 1 (71,471 , . , • Sheet i of 1 PROPERTY ION: 461602593350 COUNTY; Catawba SOIUSITE EVALUATION for ON-SITE WASTEWATER SYSTEM (complete all fields in full) OWNER: Walter Boone APPLICATION DATE: ADDRESS: 2725 Hinsdale St Charlotte NC 28210 DATE EVALUATED: 3/20/2023 PROPOSED FACILITY: 4 bedroom residence PROPERTY SIZE: 0 983 ac LOCATION OF SITE: 4364 Beechwood Tr Terrel NC 28082-Proposed Loth 2A PROPERTY RECORDED: no-to be recorded WATER SUPPLY: 0 Private ❑+ Will 0 Spring ❑Other EVALUATION METHOD: O Auger Boring 0 Pit ❑Cut TYPE OF WASTEWATER: j Sewage 0 Industrial Process 0 Mixed P R O SOIL MORPHOLOGY OTHER F .1940 HORIZON (.1941) PROFILE FACTORS PROFILE LANDSCAPE ORIZO EPTH CLASS POSITION! L (IN.) &LTAR E SLOPE /o .1941 .1941 1942 .1943 .1966 .1944 STRUCTURE/ CONSISTENCE/ SOIL SOIL SAPR RESTR ft TEXTURE MINERALOGY WETNESS/ DEPTH CLASS HORIZ rntt1R 0-14 FILUDISTURBED 14-19 RBCLWFSBK FRSSSP 1 U7% 19-50 BRCWMSBK FRSSSP 36 PS-0.3 0-14 FILUDISTURBED 14-19 BSCLWFSBK FRSSSP 2 L/6% 19-40 BRCWMSBK FRSSSP 38 PS-0.3 40-50 RBCLWFSBK FRSSSP FSAP 0-16 RBCLWFSBK FRSSSP • 16-37 RCWMSBK FRSSSP 3 L18% 37-50 RBCLWFSBK FRSSSP FSAP 50 PS-0.3 0-10 FILUDISTURBED 1D-17 BSCLWFSBK FRSSSP 4 L17% 17-40 BRCWMSBK FRSSSP 40' PS-0.3 40-50 RBCLWFSBK FRSSSP FSAP 0-7 BRCLWFSBK FRSSSP 7.24 BRCWMSBK FRSSSP 5 L/6% 24-39 RBCLWFSBK FRSSSP CSAP/WR 39 PS-0.3-0.325 39-50 VARSLMASS FRSSSP 0-14 FILUDISTURBED 14-19 BSCLWFSBK FRSSSP 6 U9% 19-40 BRCWMSBK FRSSSP X i P5-0 3 40-50 RBCLWFSBK FRSSSP FSAP 0-16 BSCLWFSBK FRSSSP 16-48 BRCWMSBK FRSSSP 7 • Uii% 46-50 RBCLWFSBK FRSSSP FSAP ��� t�O I` h^r PS•0.3 k. 0 13 FILUDISTURBED A, }� `7 13-20 RBSCLWFSBK FRSSSP V� �� 8 Ut0% 20-38 BRCWMSBK FRSSSP 38-59 RBCLWFSBK FRSSSP V FSAP co� �9L ' r S-0.3 i 0-7 RBSCLWFSBK FRSSSP —J• -. 1 / 7-29 BRCWMSBK FRSSSP �`1�� f 9 U12% 29-50 RBCLWFSBK FRSSSP FSAP , it: ji `/ P' 0.3 0.325 Y _ <� �,,, P -NORTH G DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946); SITE CLASSIFICATION(.1948): PS Available Space(.1946) PS PS EVALUATED BY; Ashley Rollans System Types(s) ACCEPTED ACCEPTED OTHER(S)PRESENT: Chad Wagner&Mason Freeman Sits LTAR 0.3 0.3 COMMENTS