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Home My WebLink AboutAUTH-07-2016-074828.TIF ,N'3 • CATAWBA COUNTY CaSe# AUTH-07-2016-074828 .0 § 2 Public Health Department Subdivision ST STEPHENS PARK G • _ Environmental Health Division PIN# 372306373909 c/g42s. / PO Box 389, 100-A Southwest Blvd, Newton.NC 28658 LOT# 15 NAME ON PERMIT: MICHAEL BRADSHAW, 2620 23RD AV NE, HICKORY NC 28601 Site Address: 2620 23RD AV NE, HICKORY NC 28601 Property Size: Square Feet: 23,522.40 Acres:0.54 Directions: North on Mcdonald Parkway, Left onto Springs Road, Left onto 25th St Dr NE, 1st house on the Right Owner/Authorized Representative Acknowledgement of Permit Receipt 4 I certify that I am the owner or authorized agent (owner's authorization required) representing the owner of the property described above. y.g06 As the property owner or authorized representative. I have received the above referenced permit(s) as requested in th application for service EHPR-04-2016-23665 by the following method(s): Received in Person Facsimile Transmittal (Return form with signature required) Electronic Image Transmittal/ E-mail (Return receipt required) X16 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: 07/21/2016 / Owner/Authorized Representative Signature ate 7- 0.,2 -dO/62 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 chpenn0 07/21/2016 12:58 SVA CATAWBA COUNTY QeeQ Case# AUTH-07-2016-074828 ra.1 G Public Health Department � � .kt Subdivision ST STEPHENS PARK GAJ y C p 4 Environmental Health Division ten PIN!/ 372306373909 '4' PO Box 389, 100-A Southwest Blvd, Newton,NC 28658 4 1 1:3101:. 1.0T# 15 I8.2 ,w A025 0 °i . NAME ON PERMIT: MICHAEL BRADSHAW, 2620 23RD AV NE, HICKORY NC 28601 Site Address: 2620 23RD AV NE, HICKORY NC 28601 Property Size: Square Feet:23,522.40 Acres:0.54 Directions: North on Mcdonald Parkway, Left onto Springs Road, Left onto 25th St Dr NE, 1st house on the Right Authorization to Construct Permit Authorization to Construct Wastewater System (Required for Building Permit) * See site plan and number of additional attachments( ). Proposed Wastewater System: 50% REDUCTION Wastewater Flow 229 g.p.d Type: IIIB - SYSTEM W/SINGLE EFFLUENT PUMP Soil LTAR: 0.3 g.p.d./ft2 Permit Category: Repairs Type of Facility: Primary Residence - Basement? Yes Basement Plumbing? Yes Bedrooms: 3 Wastewater System Requirements Tank Size: New Tank 1,000 gal Pump Tank 1,000 gal Grease Trap gal Dosing Volume 120 gal Pump Specs: 21.9 GPM @ 26 TDH Pressure Head 2 ft Draw Down 5'7 in Drainfield: Total Area: 501 sq ft Total Length: 192 ft Maximum Trench Depth 20 in Aggregate Depth in Trench Width 3 ft Minimum Soil Cover 12 in Minimum Trench Separation _ 8 ft on center Number of Drain Lines 7 Distribution: Pressure Manifold Pre Treatment: NONE PUMP REQUIRED Additional Specifications: There was not enough room for a full sized repair so using best professional judgement all available space is utilized to get approximately 65% of a full repair. Lines under driveway must be sleeved in ductile iron or equivalent. Maximum trench depth in front will be 36 inches for the PPBPS (2 ft trench width); and 20 inches in back yard for the 25% reduction(3 ft trench width). 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? System Class: Proposed System: Distribution Type:: Soil LTAR: g.p.d.ift2 chi-68616 07/21/2016 12:58 t A _ CATAWBA COUNTY Case# AUTH-07-2016-074828 CtzA&G. Public Health Department Subdivision ST STEPHENS PARK � 15' l s Environmental Health Division PIN/I 372306373909 Ay-EY PO Box 389, 100-A Southwest Blvd,Newton,NC 28658 LOT# 15 /842 :, NAME ON PERMIT: MICHAEL BRADSHAW, 2620 23RD AV NE, HICKORY NC 28601 Site Address: 2620 23RD AV NE, HICKORY NC 28601 Property Size: Square Feet:23,522.40 Acres:0.54 Directions: North on Mcdonald Parkway, Left onto Springs Road, Left onto 25th St Dr NE, 1st house on the Right 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 arc 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 Sewaxe Treatment and Disposal Systems' (15A NCAC ISA .1900). 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 Steven Price 07/21/2016 AUTHORIZED STATE AGENT APPROVAL DATE Permit Expiration Date: 07/21/2021 No grading or construction activity is allowed in areas designated for system and repair without approval of the Health Department. chpermii 07/21/2016 12:58 EHPR 04-2016-23665 2620 23rd Ave NE, Hickory • Do not cut, drive, fill, or grade over septic or repair areas. • Deck will need to be reduced in size by at least 5 ft to maintain 5 ft setback from • proposed drainlines. • Septic system must be 5 ft from property lines; 50 ft from wells and streams; 15 ft from a basement; and out of right-of-ways and easements. • Install a new 1,000 gallon septic tank and 1,000 gallon pump tank, unless the existing septic tank can be shown to be structurally sound, in good working condition, proper size, and can be fitted with a sanitary tee and filter. • Pump tank will pump to a pressure manifold with 4 sch 80 1"taps. • Install a total of 192 linear feet of drainfield. Front yard 75 ft 50%reduction system; (2) 20 ft lines fed by d-box and (1) 35 ft line with a maximum trench depth of 36 inches. Back yard, 117 ft of 25% reduction system 4 total lines fed from 2 taps (20 ft, 35 ft, 35 ft, 25 ft) with a maximum trench depth of 20 inches. All lines are to be installed on contour. • Installer should contact the Health Department and schedule a preconstruction meeting before starting. • rIpcS Sice tn4 ; I on 0CG�..;ucfeJ. • Final grade of septic area must shed surface water off and away from system. r�r tSt1 Vcif 23r& Alit N �. Sf.,,+1� Jvl' - Nw�l! EH) 4S Prc I I / s ,, _ • �5 t DEPARTMENT OF HEALTH AND HUMAN SERVICES Sheet I of 1 DIVISION OF PUBLIC HEALTH,ENVIRONMENTAL HEALTH SECTION ege b y_ _0(� PROPERTY ID#: ON-SITE WATER PROTECTION BRANCH z D COUNTY: Catawba SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM (Complete all fields in full) OWNER: pk! ar`---iSt,, _ APPLICATION DATE ADDRESS: DATE EVALUATED: .�if PROPOSED FACILITY: PROPOSED DESIGN FLOW(.1949): PROPERTY SIZE: LOCATION OF SITE: PROPERTY RECORDED: WATER SUPPLY: ❑Private D Public ❑ Well ❑Spring D Other EVALUATION METHOD: ❑Auger Boring ❑Pit ❑Cut TYPE OF WASTEWATER: D Sewage D Industrial Process ❑ Mixed e r z.' :a s < ..1,4,,,-.; r • '..•:.SOIL MORPHOLOGY . OTHER AROFIInE,FACT�ORS Lsa X1940 w 7 q r - • - +. ., E ^LANDSCAPE ftORI7,0i\ ^"'- - -;POSI IION(' DEPTH - X s„ ?, . c,“,..;..-.; '_. 1942x�t "' '•pt t t Q,Y PROFILE - 'SLOPE t- (1N)' , • :'' ' - CLASS' '., , '.1947 SOIL 1943 1944 ,. , t U SIRUClRE! E/ WET CONSISTENCNESS/ , ` SOIL [,SAPRO4 I `RFSTR - &LTAR: r TEXTURE MINERALOGY COLOR - DEPTH` "�' G ? Cit. SLL,. . //L e. 0 C' i) 3r Lis 014- - 1r5 IS-3T 56k- C ,r 35- uSbrt a �o�c 771. c/S` t.✓ .�l� 6 —/( C6 5C. i- 5 �D^� r 3y s�3lG �� i� A1,4- Sb N4- 2t)4- g-C 2 31I -Sb `-‘541( cc. =/LS V O. 3 • 3 4 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS(.1946): SITE CLASSIFICATION(.1948): PS Available Space(.1945) 4.T ;y 0644,4 EVALUATED BY: System Type(s) / t,LQ � 'E'- OTHERS)PRESENT: ! u Site LTAR 6.3 a 2l`I` COMMENTS: ffrec $o -s•,,-oK QS-- 44,1( ry,cty' Updated February 2014 O 1i2 oy- Zait- 236 Catawba County Environmental Health 11, 7( 4-3, v 8: I 1 ‘:::5 il (lidlik: 1:: \ :„../ :,...7\::: o VI 011, 02 `'.gy6 V, 0: 4 Ni9 05_ r a> ! *\F ' 45. 6 ,:b11,. 0 l%ads tblir---\\tac ' 11 ,-, ,,• C3 Its � 1,4' a al ce j 93.. : ) ait ...,. , s& L .......... 752.35 0,, n, ....,....____40,„ ry \\[ i a 7 \_ h -,../-...,..--'748,59 27.25 `� / 178.97 '� 27 Mir \c Parcel: 372306373909, 2620 23RD AVE NE 1 in=50ft HICKORY, 28601 This map/report product was prepared from the Catawba County, NC Geospatial Information Services. Catawba County has made substantial efforts to ensure the accuracy of location and labeling information contained on this map or data on this report.Catawba County promotes and recommends the independent verification of any data contained on this map/report product by the user.The County of Catawba,its employees,agents,and 20 CALCULATIONS Location Project Number Lot No: No. of Bedrooms[ Design Flow 360 gad/day LIAR 0.3 9al/n2day EZ-Lay? (YES OR NO)[____ YES Supply Line Length 250 ft. Supply Line Volume 43.5 gal. FRICTION FACTOR INTERPOLATER Required Feet of Line 300 ft. 2" SCH 40 PVC _ Amount of Line from Layout 192 ft. GPM f 20 0.84 Gallons per Minute 21.92 gal/min 25 1.27 Required Septic Tank Capacity 1000 gal. Minimum Standard Tank Size 1000 30 1.78 Lateral Line Volume 125.376 gal. 35 2.37 M-:,=OA Dosing Volume[ 120.00 gal. 7o $7. 7,654 40 303 7--- Note: Dosing Volume based on 70% ' 43�tOZ'�•'v": ,.' ,3.4$�„, of the lateral ine volume. 45 3.77 48!14” 412-6:1J; e —50 4.58 5711 ' 589+"- 60 I. .1'642M Tank Draw Down 5.7 Generic Draw Down of 21 gal.per in. Pump Run Time 5.47 minutes Elevation Head 17.4 ft. Pressure Head 21 ft. Friction Factor 1.27j ft./100 ft. (From the interpolates) Friction Head 3.18 ft. Total Dynamic Head (+15%) 25.96 ft.