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Home My WebLink AboutAUTH-08-2016-076125.TIF /� \ CATAWBA COUNTY Case# .T G Public Health Department Subdivision 6 ,1� -1 Environmental Health Division PIN# 460701281050 4 7 PO Bos 389, 100-A Southwest Blvd. Newton. NC 28658 1.0T# /84_ m NAME ON PERMIT: "SPIVEY CONSTRUCTION, PO BOX 4268, MOORESVILLE NC 28117 Site Address: 3502 MT PLEASANT RD, SHERRILLS FORD NC 28673 Property Size: Square Peet: 51,836.40 Acres:1.19 Directions: Hwy 165 to Hwy 150E Left on Mt.Pleasant Rd. corner of Mt. Pleasant and dockside lane Owner/Authorized Representative Acknowledgement of Permit Receipt NfLA I certify that I am the owner or authorized agent (owner's authorization required) representing the owner of the property described above. W 1� As the property owner or authorized representative, I have received the above referenced permit(s) as T requested in he application for service CBPR-07-2016-24358 by the following method(s): 7Received in Person Facsimile Transmittal (Return form with signature required) Electronic Image Transmittal/ E-mail (Return receipt required) 1�pp X9., 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: 08/25/2016 11 � Owner/Authorized Representative Signatureg O. Th Date 9'I — 12 �i uu—i Documentation of Permit(s) Transmittal (permit transmitted by electronic or other means) Permit transmitted by (name of.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 want to hear from you. Please take a few moments to complete our customer service survey at: http://www.surveymonkey.com/s/EHCustomerService ehpennit 08/25/2016 10:18 a Case# �A \ CATAWBA COUNTY ❑e ;r o1• ;Pe AUTH-08-2016-076125 .C�' 4 G Public Health Department A• Jam' Subdivision :tea , 4 a-,0-€0'I ,, Environmental Health Division �• • .c.-V•e raw. PIN/4 460701281050 ,„ PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 _O��_-O e 1 O.l.# k c •o. u Cla •u, NAME ON PERMIT: *SPIVEY CONSTRUCTION, PO BOX 4268, MOORESVILLE NC 28117 ' Site Address: 3502 MT PLEASANT RD, SHERRILLS FORD NC 28673 Property Size: Square Feet: 51,836.40 Acres:1.19 Directions: Hwy 165 to Hwy 150E Left on Mt.Pleasant Rd. corner of Mt. Pleasant and dockside lane Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permit) * See site plan and number of additional attachments ( ). Proposed Wastewater System: 25% REDUCTION Wastewater Flow 450 g.p.d Type: IIIG -OTHER NON-CONN TRENCH SYSTEMS Soil LIAR: .6 g.p.d./ft2 Permit Category: New Septic Type of Facility: Business - Basement? No Basement Plumbing?No Bedrooms: Wastewater System Requirements Tank Size: New Tank 1,000 gal Pump Tank gal Grease Trap gal Dosing Volume gal Pump Specs: GPM @ TDH Pressure Head ft Draw Down in Drainfield: Total Area: 675 sq ft Total Length: 225 ft Maximum Trench Depth 36 in Aggregate Depth in Trench Width ft Minimum Soil Cover 12 in Minimum Trench Separation 9 ft on center Number of Drain Lines 3 Distribution: Distribution Box Pre Treatment: NONE Additional Specifications: Permit issued for office/warehouse space based on 18 employees max at 25 gpd per employee. Proposal submitted by Gary McNeeley with Michael Athanas and Associates LSS. Keep all parts of septic system and any future repair system minimum: 100' from any well, 10' from property lines, 10' from building. Lines shot in and to be installed on contour. No grading, driving, or filling over system or permits will be revoked. Due to landscape position of initial system, final landscaping must be such that surface water is diverted away from drain field and tanks by small berm above drain field or crowning back fill over drain field to shed water away from drain field. Make sure that any gutter down spouts are piped away from system. Existing well on lot at rear of property behind proposed building. Installer is to ensure 100' setback is met prior to beginning installation due to system being installed in saprolite. ehpern,it 08/25/2016 10:18 fln CATAWBA COUNTY Case# AUTH-08-2016-076125 .C' Public Health Department Subdivision < „�; Environmental Health Division PIN// 460701281050 '�0 PO Box 389, 100-A Southwest Blvd,Newton.NC 28658 LOT# 18.2 ,M NAME ON PERMIT: *SPIVEY CONSTRUCTION, PO BOX 4268, MOORESVILLE NC 28117 Site Address: 3502 MT PLEASANT RD, SHERRILLS FORD NC 28673 Property Size: Square Feet:51,836.40 Acres:1.19 Directions: Hwy 165 to Hwy 150E Left on Mt.Pleasant Rd. corner of Mt. Pleasant and dockside lane 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 not approved, and may result in failure to approve the initial system installation, or the suspension/revocation of existing permits. »»> DO NOT INSTALL SYSTEM UNDER WET CONDITIONS ««< Proposed Repair Repair System Required? Required System Class: IIIE Proposed System: 50% REDUCTION Distribution Type:: Distribution Box Soil LTAR: .4 g.p.d.lft2 PUMP *MAY BE* REQUIRED 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 Authorization to Construct Permit is subject to revocation if the site plan,plat or the intended use changes,or if site conditions are altered. The Authorization to Construct 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' (ISA NCAC 18A .1900). Neither Catawba County nor the Environmental Health Specialist warrants that the septic tank system will continue to function satisfactorily for any'liven period of time. Jason Boyd 08/25/2016 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 08/25/2021 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. ehpenuit 08/25/2016 10:18 z si u 901 f . § , �a ,q/ II. E • �M. U L C ii p jt'a 1,C" " HC 15 (a Zb CF3 , ,t d c7' to r� MICHAEL ATHANAS&ASSOCIATES LICENSED SOIL SCIENTIST 561 Ennis Rd. Weddington,NC 28173 (704) 576-3887 Reference: Data Sheet for 3502 Mt. Pleasant Rd. PIN 460701281050 Building Footprint: See attached plan Building Setbacks: Water Source: Existing Well Number of Employees: 18/450 GPD Proposed LTAR: 0.5 GPD/FT2 (initial), 0.4 CPD/FT2 (repair) Proposed System Type: 25% Reduction Proposed Repair System Type: PPBPS Distribution: Gravity-Distribution Box Septic Tank Size: 1000 Gallons Proposed Trench Bottom: 36" Line Design Length Actual Length Blue 1 75' 90' Pink 2 75' 90' White 3 75' 90' White 4 33' Pink 5 65' Yellow 6 48' Blue 7 67' Initial System: 225' Repair System: 213' Comments: This commercial building can only be used for general business. The maximum occupancy is 18 full time employees. The system should be installed at 36" trench bottom. I DEPARTMENT OF HEALTH AND HUMAN SERVICES Sheer I of_2_ DIVISION OF PUBLIC HEALTH,ENVIRONMENTAL HEALTH SECTION PROPERTY ID 4:46070!281050_ ON-SITE WAFER PROTECTION BRANCH COUNTY:Catawba__ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in fill]) OWNER:Dockside Storage LLC - .APPLICATION DATE ADDRESS: _ DATE EVALUATED: PROPOSED FACILITY:_I8 Employees PROPOSED DESIGN FLOW (.1949):_450 GPD PROPERTY SIZE:_1.19 AC LOCATION OF SITE:3502 Mt Pleasant Rd,Sherrils Ford PROPERTY RECORDED: WATER SUPPLY: E Private 0 Public E Well 0 Spring ❑Other EVALUATION METHOD: S Auer Boring E Pit ❑Cut TYPE OF WASTEWATER: ^ Sewage 0 Industrial Process CI Mixed 9 - ; .. b P • -,i.,i • MI i, _-( l I 31:j '. R • SOH:MORPHOLOGY. , ' t OTHER f1 I ' •F iT( 1941) PROFILE FACTORS : 4VF . .„ L 1940 :r �' a i { II ,�'� , LANDSCAPE r HORIZON - - 6 ' DEPTH.. ° r3 PROFILE PO$LIION/ ,l')42 ' ' a SLOPE% '(ANO S r' 1943' ,I _��-s'l Cl.ASS .1941 , "y -.11941 SOII, 1956 . .1944 SIItUCI 1)121.(. ,, .CONSIST F.NCL/ •,WETNESS/ Soli:_: SAPKO: i 3RESI R +"&LTAR" - - tI TE\TURL MIAERAI,OG , ).COLOR. DEPTH CI ASS ,1,IIORIZ LS 6% I 0-12 FILL NIA 30" N/A PS 0.4-0.5 1 F-C SAP PIT I 12-30 R CL\VSBK FR 55 SP SEXP PS 1 30-63 SL SAP Ni WE 5S SP SEXI' r 1 LS 6% 13 -15 ( :ILL NCA 34" I N/A PS 0.4-0.5 F-C SAP i PIT I 15-34 R CL WSBK PR SS SP SEXP PS 2 134-61 SI,SAP Ni VFR S5 SP SEXP L LS0-1°A0-67 SL SAP Ni VFR SSSPSEXP NIA PS N/A PS 0.5-0.6 PIT 3 US 0-1% 0-16 FILL N/A PS N/A PS 0,5-0.6 PIT 16-65 SI.SAP NI VFR SS SI'SEXP 4 I DESCRIPTION INITIALSYS'EM1 REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) 675 FT2 426 FT2 EVALUATED BY: M4A&A System Type(s) 25%Reduction PPBPS OTHER(S) PRESENT: - ___ Site LTAR 0.5 0.4 COMMENTS: _ Updated February 2014 SOIL/SI'F'T: EVALUATION Sheer_?_al 2_ (Caminito/ion.S'hcel-Complete o/l field in full) DEPARTMENT OF HEALTH AND HUMAN SERVICES PROPERTY ID#:_460701281050_ DIVISION OF PUBLIC HEALTH DATE OF EVALUATION: ENVIRONMENTAL HEALTH SECTION COUNTY:_CATAWBA_ ON-SITE WATER PROTECTION BRANCH ,. e l p � �, r 14 ,1 � I 11-� o : is r •y r 1°SOIL MORPHOLOCI O CHL;R 1 �� F r .i,1�d ,J1a n( 1941) ti'i� ',PROFILE FACTORS q ° h 1940 4 il41 7 r ,i it I i II rI I .v1 ', t .. LANDSC\,PE E HORV + t -; ';',11', p • POSE![ON/ ON 1�11e 1 •-F1i 1941 °;e' Ii'1941 4 I SOII 11 1-I -1943 ,21}..,12,56:1•,..V. 1944 PROFILE p SLOPE."(o • STRUCTiURF,! CONSISILNCFI NLINISSI SOIL !SAPRO *` RISTR ,:� CL\SS DENTH ' • TEV URE i l\IINF.RVCOGl U)1',012'i 1 DEPTH CLASS • IIORIZ & L'I'AR '• LS 5% 0-22 R CL \VSBK FR SS SP SEXP i N/A 34" Few SAP N/A PS 0.4 no 22-34 R SCL WSBK VFR SS SP SEX!' Com SAP 1 34-60 SL SAP Ni V'FR SS SP SEXP N LS 5% 0-12 R CL WSBK FR S5 SP SEXP N/A 12" F-C SAP N/A PS 0.4- 0.6 AB 12-48 SL SAP M VFR SS SP SEXP 2 48-60 LS SAP M VFR SS SP SEXP I1 I — 1 {I I I COMMENTS: Updaied February 2014