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Home My WebLink AboutIMPV-06-2022-172798.tif .-:,,A,,- �c !►e� CATAWBA COUNTY .f. Public Health Department Subdivision THE SUMMIT AT LAKE NORM '. .� it Environmental Health Division PIN" 471001075144 7�Y PO Box 389,25 Government Drive,Newton,NC 28658 LOTH 5 Site Address: 8283 LONG ISLAND RD,CATAWBA NC 28609 Name on Permit: 'FOUNDATION HOMES RESIDENTIAL LLC Property Size: Acres 1.89 Directions: Hwy 150 to 7.2 miles, Right Sherrills Ford RD,go 3 miles, Right Mollys Backbone,Left on Monbo RD, Right Long Island RD Owner/Authorized Representative Acknowledgement of Permit Receipt X mcv I certify that I am the owner or authorized agent(owner's authorization required) representing the owner of 11�`the property described above. mCa As the property owner or authorized representative, I have received the above referenced permit(s)as requested in the application for service RBPR-04-2022-40702, by the following method(s): Received in Person Facsimile Transmittal(Return form with signature required) . Electronic Image Transmittal/ E-mail (Return receipt required) ')( mc°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: 06/03/2022 Owner/Authorized Representative Signature 044y¢x� Date 06/06/2022 Documentation of Permit(s)Transmittal (permit transmitted by electronic or other means) Permit transmitted by �J (name of person sending permit) Signature_ i, v Date/Time ELL Method: Fax J 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 yoiPlease ttake a few momentts tto complette our custtomer service survey att http://www.surveymonkey.com/s/EHCusttomerService iv' ; fr?.{ tkanda c�h, LsPelt.G:in ebpenml 00/06/2022 10.12 e 4`War tae CATAWBA COUNTY Case if IMPV 06 2022 172798 Public Health Department Subdivision THE SUMMIT AT LAKE NORM . (7....1 y Environmental Health Division PIN# 471001075144 PO Box 389,25 Government Drive,Newton,NC 28658 [.OTii 5 Site Address: 8283 LONG ISLAND RD,CATAWBA NC 28609 Name on Permit: 'FOUNDATION HOMES RESIDENTIAL LLC Property Size: Acres 1.89 Directions: Hwy 150 to 7.2 miles, Right Sherrills Ford RD,go 3 miles, Right Mollys Backbone, Left on Monbo RD, Right Long Island RD Improvement Permit AN AUTHORIZATION TO CONSTRUCT MUST BE ISSUED PRIOR TO BUILDING PERMITS THIS PERMIT IS NOT FOR SEPTIC INSTALLATION Permit Category: New Septic Wastewater Flow 480 g.p.d Type of Facility: Primary Residence Basement? Yes Basement Plumbing? Yes Bedrooms: 4 Water Supply: Private Well Maximum Occupants: 8 INITIAL SYSTEM SPECIFICATIONS Proposed Wastewater System: 25%REDUCTION System Classification: IIIB-SYSTEM W/SINGLE EFFLUENT PUMP Pump Required REPAIR SYSTEM SPECIFICATIONS Repair System Required? Required Proposed Wastewater System: DRIP IRRIGATION System Classification: VA-SAND FILTER PRETREATMENT Pump Required ***** Operator Required Permit Conditions: SEE AC FOR PERMIT CONDITIONS Landscaping or other site alterations that potentially divert groundwater or surface water toward the septic system, or prevent proper drainage away from the septic system, including the direction of gutter flows or foundation drains,is pot aoproved,end may result in failure to approve the Initial system Installation,or the suspension/revocation of existing permits. The issuance of this permit by the Health Department does not guarantee the issuance of other permits. It is the responsibility of the applicant /property owner to insure that all Catawba County Planning/Zoning and Building Inspections requirements are met. This Improvement Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Improvement Permit is not affected by a change in ownership of the property. This permit was issued in compliance with the provisions of the North Carolina'Laws and Rules for Sewage Treatment and Disposal Systems' (15A NCAC l ilA.19(X)). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any given period of time, Any permit issued for a conventional system may be used for an accepted system without Environmental Health authorization or permit modification.Please notify Environmental Health of this change prior to system installation. 06/03/2022 Authorized State Agent Permit Issuance Dale 6/3/2027 Permit Expiration Date No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. chpenait 06/06/2022 I0:12 he _I .4 MA&A SOIL&ENVIRONMENTAL CONSULTANTS MICHAEL ATHANAS &ASSOCIATES LICENSED SOIL SCIENTIST 556 Walden Trail Weddington, NC 28173 (704)576-3887 3/28/2022 Reference: Data Sheet for 8283 Long Island Rd, The Summit at Lake Norman, Lot 5 House Footprint: See attached plan Building Setbacks: 30' front, 15' side, lake 50' Water Source: Private well Number of Bedrooms/Daily Flow: 4/480 GPD Proposed LTAR: 0.3 GPD/FT2 Proposed System Type: 25% Reduction Proposed Repair System Type: Drip Dispersal Distribution: Pressure Manifold Flow per Tap: 5.48 GPM Tap Size and Material: /2" SCH 80 System Flow: 27.4 GPM Dosing Volume: 175 gallons Pump Run Time: 6.4 minutes Elevation Head: TBD Friction Head: 8.9' Pressure Head: 2' Total Dynamic Head: TBD Supply Line Length: 480' OF 2" PVC Septic/Pump Tank Size: 1000/1000 gallons Proposed Trench Bottom: 36" (initial), 12" (repair) Line Design Length Actual Length Elevation Pink 1 80' 80' Blue 2 80' 80' T White 3 80' 80' B Orange 4 80' 80' D Yellow 5 80' 80' Initial System: 480' Repair System: 4800 FT2 Pump Tank: TBD House Corner: TBD Benchmark: TBD .........":". ....s.......... ......,„.....„.....,................. N 60...AA RD. P 1 \ PM B2 ABA• „;it 5 • ` ` `W3 °Pit 4 C�4 \ Y5 APPROXIMATE ST UCTURAL/IMPERVIO \ . , \ APPROXIMATE PI4OPERTYAREA:82,45 \ Pit 3 -\-• PROPOSED DWELLING AREA:3,096 SF, P1 80' \ ,V�.--- \ PROPOSED PATIO/PORCH AREA:276 S B2PROPOSED DRIVE/SIDE WALK AREA: 6 W3 80 \ PROPOSED POOIIAREA:1,400 SF,0.032 80' /� ,, \• APPROXIMATE STRUCTURAL COVERA( 04 80' APPROXIMATE IMPERVIOUS COVERAG Y5-80' / Complex ` '`` Topography' A Old drive , / ', \ . / '' \ i Scale • \ 1"=60' AB 3 \ \ at . Repair', Area \ 0 -o\ Pit LP 0 .o ' ` \ 1'�\ AB I \ a\\ \ o \ kok- \ '',.-- ,\ A X‘t-' 1 PT i, Q��` \\ f ST /� \ s \ "-5. \ 0, 5 0' �cw i , 14b6(� 5sT00 \ - ' .) ST NORMAN-SECTION 2-AS )UNTY REGISTRY. IVENANTS LISTED IN D.B.2097, • 1871,&D.B. 2768,PG. 1507. 'NING AND PLANNING Y.AND RESTRICTIONS OF + V/ Comments: Please note this design is only intended for the use of two people per bedroom for a total design flow of 480 GPD and a total occupancy of 8 people. It is intended for residential use only, no commercial use. Please note once a septic system reaches 80% of the designed flow you are reaching the maximum ability of the septic system. Additional occupancy could lead to premature failure of the septic system. • • PROPERTY IDSheet#:471_1001075144 of_2_ ' COUNTY:_Iredell _ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM OWNER:Mark Reddick APPLICATION DATE ADDRESS: 1346 W Clifton Ave,Redlands,CA 92373 DATE EVALUATED: 3/2022 PROPOSED FACILITY:_4 BDRM PROPOSED DESIGN FLOW(.1949): 480 GPS PROPERTY SIZE: 1.890 AC LOCATION OF SITE:8283 Long Island Rd,The Summit at Lake Norman Lot 5 PROPERTY RECORDED: WATER SUPPLY: X Private ❑Public X Well ❑ Spring ❑Other EVALUATION METHOD: X Auger Boring X Pit ❑Cut TYPE OF WASTEWATER: X Sewage ❑ Industrial Process ❑ Mixed P R 0 SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS .1940 E LANDSCAPE HORIZON POSITION/ DEPTH 1942 PROFILE H SLOPE% (IN.) .1941 .1941 SOIL .1943 .1956 .1944 CLASS STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RESTR &LTAR TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ I.S 5%) 0-6 Br SCL WSBK FR SS SP SXP 27" N/A N A PS 0.25 YB 24" PIT 6-27 R C ABK FR SS SP SXP CHR 2 @ 27" 1 LS 5% 0-8 RBr CL WSBK FR SS SP SXP 60" N'A PS 0.25 I'IT 8-30 R C ABK FR SS SP SXP Few YB 2 30-60 R CL WSBK FR SS SP SXP Few SAP LS 6% 0-5 Br CL WSBK IFR SS SP SXP N A 60" N A \A PS 0. I' 1 5-32 R C ABK FR SS SP SXP 1 J 32-60 R CI.WSBK FR SS SP SXP LS 6% 0-3 Br CL WSBK FR SS SP SXP N/A 66" N/A N/A l'S 0.3 PIT 3-34 R C ABK FR SS SP SXP 4 34-66 R CL WSBK FR SS SP SXP DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) 1200 FT2 System Type(s) 25%Reduction EVALUATED BY: _ MA&A 4�B 5jLbI L�- OTHER(S)PRESENT: Site LTAR 0.3 COMMENTS: • SOIL/SITE EVALUATION Sheet, 2 of 2 (Continuation Sheet) PROPERTY ID#:471001075144 __ DATE OF EVALUATION: _ COUNTY: IREDELL • P R 0 SOIL MORPHOLOGY OTHER F (.1941) PROFILE FACTORS 1 .1940 E LANDSCAPE HORIZ .1942 POSITION/ ON .1941 .1941 SOIL .1943 .1956 .1944 PROFILE # SLOPE% DEPTH STRUCTURE/ CONSISTENCE/ WETNESS/ SOIL SAPRO RI:STR CLASS (IN.) TEXTURE MINERALOGY COLOR DEPTH CLASS HORIZ &LTAR LS 6% 0-34 R C WSBK FR SS SP SXP N/A 48" N'A N/A PS 0.275— AB 34-48 R CL WSBK FR SS SP SXP 0.3 1 LS 6% 0-4 Br CL WSBK FR SS SP SXP 35" N/A N/A PS 0.25 YB@30" AB 4-35 R C WSBK FR SS SP SXP CHR 2 @ 2 35" LS 6% 0-34 R C SBK FR SS SP SXP N/A 34" Ni.A N .\ PS 0.3 Au 34 AR J 1.S 6% 0-32 R C SBK FR SS SP SXP N/A 48" N/A N/A PS 0.3 �„ 32-48 R CL WSBK FR SS SP SXP 4 I,S 6% 0-24 R C SBK FR SS SP SXP N/A 50" N/A PS 0.3 Corn NOT IN 5 24-50 R CL WSBK FR SS SP SXP SAP/WR SYSTEM AREA c'ONI\INNTS: