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Home My WebLink AboutAUTH-10-09-1939.TIF CONSTRUCTION For Office use only a AUTHORIZATION *CDP File Number 3 5 5 3 1 r ~ Catawba County Public Health Department County ID Number: EHPR-10-09-2046 " Environmental Health Division • - Evaluated For: NEw#M ~N 11) 'b P.O Box 389, 100-A Southwest Blvd PERMIT VALID UNTIL: Newton NC 28658 1 0/ a 1/ a 0 1 4 Phone: (828)-465-8270 Fax: (828) 465-8276 Applicant: Bowman Construction And Design Property Owner: Hecht Development Co Inc Address: 2982 S US 321 Hwy Address: 388-B N Hwy 16 City: Newton City: Denver StatefZip: NC 28658 StatefZip: NC 28037 Phone Phone Property Location & Site Information Address/Road Subdivision: Wynswept Phase: 1 Lot: 3 3331 Cayton Dr Maiden NC 28650 Directions Structure: SINGLE FAMILY # of Bedrooms: 4 # of People: *Water SUpply: NEW WELL s em eci ica ions Minimum Trench Depth: Inches *Site Classification: PS Minimum Soil Cover: Inches Design Flow: 4 8 0 Maximum Trench Depth: a 4 Inches Soil Application Rate: 3 Maximum Soil Cover: 1 a Inches *System Classification/Description: *Distribution Type: PRESSURE MANIFOLD TYPE III G. OTHER NON-CONY. TRENCH SYSTEMS Septic Tank: 1 a 0 0 Gallons *Proposed System: 25% REDUCTION 1-Piece: QYes #No Nitrification Field 1 Pump Required: X Yes QNo 0 May Be Required a 0 0 sq. ft. Pump Tank: 1 a 0 0 Gallons No. Drain Lines 5 1-Piece: *Yes QNo Total Trench Length: 4 0 0 GPM--us-- ft. TDH Trench Spacing: 9 Inches O.C. Feet O.C. Dosing Volume: _ Gallons Trench Width: Olnches 3 . r Feet Aggregate Depth: Grease Trap: Gallons inches Pre-Treatment: Q NSF OTS-1 OTS-II Septic Tank Installer Grade Level Required: 01 11 0111 01V Page 1 of 3 CDF File Number 35531 County ID Number: EHPR-10-09-2046 ❑ Open Pump System Sheet Repair System Required:' Yes O No ONo, but has Available Space Trench Spacing: 9 QInches O.C. fication: PS . Oe et O.C. rDesign System Trench VViidth: QInches w: 4 8 0 - 3 .JFeet Soil Application Rate: 3 Aggregate Depth: inches u Minimum Trench Depth: *System Classification/Description: Inches TYPE III G. OTHER NON-CONV. TRENCH SYSTEMS Minimum Soil Cover: Inches Maximum Trench Depth: a 4 *Proposed System: 25% REDUCTION Inches Maximum Soil Cover: 1 a Nitrification Field 1 a 0 0 Inches Sq. ft. No. Drain Lines 5 *Distribution Type: Total Trench Length: 4 0 0 ft Pump Required: y es ()No Q May Be Required . Pre-Treatment: O NSF OTS-1 OTS-1I *Site Modifications No grading or construction activity is allowed in areas designated for system and repair without approval of Health Department. *Permit Conditions 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. 'All parts of septic must be minimum: 50' from any individual well, 15' from home, 10' from property lines, 'Lines to be installed on contour'Do not grade. drive, or fill over system or repair' Installer must call Environmental Health 1 week prior to installation to determine TDH as lot will require additional clearing for installation of system This Authorization for Wastewater System Construction shall be valid for a person equal to the period of validity of the Improvement Permit, not to exceed five years, and maybe issued at the same time the Improvement Permit issued (NCGS 130A336(b)). If the installation has not been completed during the period of validity of the Construction Permit, the Information submitted In the application for a permit or Construction Authorization is found to have been incorrect, falsified or changed, orthe site is altered, the permit or Construction Authorization shall become invalid, and may be suspended or revoked (.1937(8)). The person owning or controlling the system shall be responsible for assuring compliance with the laws, rules, and permit conditions regarding system location, installation, operation, maintenance, monitoring, reporting and repair (1938(b)). Applicant/Legal Reps. Signature Required? S ONO Applicant/Legal Reps. Signatur Date: h *Issued By: 1810- Boyd, Jason Date of Issue: 1 0 / '2 1 / D 0 0 9 Authorized State Agent: Malfunction Log QYes Hand Drawing Olmport Drawing TotalTime:(HH:MM) **Site Plan/Drawing attached.** Page 2 of 3 Hours Minutes CDP File Number: 35531 County ID Number: E"PR-10-09-2046 Drawing Type: Construction Authorization Date: 1 0 / a 1/ a 0 0 9 A Inch Scale: 1 . QBlock = 6 0 ft. Drawing ONIA %_0 r 7~ S e. ~ L J L a ao96 - v k r 5 0:` e.v~ I~QTi.n S~pP~Y 1...~ 13 o C CS AQ.tdL o ~S~rS-kph, w b o a, o J C_ \0, r b t~ L ~ 6~. (g2.~r~ 2yy -a~~13 4- A_ N ~r~....Q. -r>a N 1 l u' Sd • C S ~ S ~ 4 w1 t c /Ib O Poo L^j %j rV 4L ell cptot,c~c, Page 3 of 3 DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES Sheet of DIVISION OF ENVIRONMENTAL HEALTH PROPERTY ID ON-SITE WASTEWATER SECTION COUNTYZ~ SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM a OWNER: APPLICATION DATE ADDRESS: DATE EVALUATED: PROPOSED FACILITY: ....,43 A-:,- PROPOSED DESIGN FLOW (.1949): PROPERTY SIZE: LOCATION OF SITE: PROPERTY RECORDED: WATER SUPPLY: Private 0 Public Well 0 Spring 0 Other EVALUATION NIEI'HOD: -#A-uger Boring Pit 0 Cut TYPE OF WASTEWATER: 9-`§ewage 0 Industrial Process 0 Mixed T : : Y: S OIL.MORPHOLO G. ....OTHER::::::::::::::: o....;.. :`::::194'.1 p~tOFIY:E ~'.AGT... t9 L:: • . ..942:::::::::::::::::::::::::~::::::::: 1r1- 1.::...::........ E...........14,AIY : E :::::::19...... SO1L............, ZON..............: 9....::::: € :.::::::::IL' ....SO1L.... A ::::$E&0.... . PQ.SITION/.::::: DEI! ::::::DEPTH . ::L~ : SS:..... HOR1Z::::::::::: s MINERALOGY.............COLOR..:::::::::::::: C::::: 3 1 Sy a~ ~ a Ps 7~ p I ~ e- L S~BK r S ~ I 2 SS ~3o S k 00 r -woo q-o y Cr • S 3 I 4 DESCRIPTION INITIAL SYSTEM REPAIR SYSTEM OTHER FACTORS (.1946): S Available Space (.1945) s SITE CLASSIFICATION (.1948):_- System Type(s) ~257. EVALUATED BY: OTHER(S) PRESENT: Site LTAR COMMENTS: LEGEND use the following standard abbreviations SOIL CONVENTIONAL LPP MINERALOGY/ LANDSCAPE POSITION GROUP TEXTURE .1955 LTAR* .1957 LTAR* CONSISTENCE STRUCTURE CC (Concave Slope) I S (Sand) 12 - 0.9 0.6-0.4 NEXP (Non-expansive) G (Single Grain) CV (Convex Slope) LS (Loamy Sand) SEXP (Slightly Expansive) M (Massive) D (Drainage Way) EXP (Expansive) CR (Crumb) DS (Debris Shunp) II SL (Sandy Loam) 0.9-0.6 0.4-0.3 GR (Granular) FP (Flood Plain) L (Loam) SBK (Subangular Blo&y) FS (Foot Slope) ABK (Angular Blocky) H (Head Slope) III SCL (Sandy Clay 1-) 0.6-0.3 0.3-0.15 PL (Platy) L (Linear Slope) SiL (Silt Loam) PR (Prismatic) N (Nose Slope) CL (Clay Loam) R (Ridge) SiCL (Silty Clay Loam) MOIST WET S (Shoulder Slope) Si (Silt) T (retrace) VFR (Very Friable) NS (Non-arieky) IV SC (Sandy Clay) 0.4-0.1 0.2-0.05 FR (Friable) SS (Slightly Sticky) Sic (Silty Clay) Fl (Firm) S (Sticky) C (Clay) VFI (Very Firm v. Very Sticky) VS (Very Sticky) O (Organic) None ER (Extremely Firm) NP (Non-Plastic) SP (Slightly Plastic) *Adjust LTAR due to depth,.eonsistence, structure, soil wetness, landscape, position, wastewater now and quality. P (Plastic) NO VP (Very Plastic) HORIZONDEPTH In inches below natural soil surface DEPTH OF FILL In inches from land surface RESTRICTIVE HORIZON Thickness and depth from land surface SAPROLITE S(suitable) or U(unsuitable) SOIL WETNESS Inches from land surface to free water or inches from land surface to soil colors with chroina 2 or less - record Munsell color chip designation CLASSIFICATION S (Suitable), PS (Provisionally Suitable), or U (Unsuitable) Evaluation of saprolite shall be by pits. Long-tean Acceptance Rate (LTAR): gal/dayfle Show rof0e locations and other site featmres dimensions, reference or benchmark, and North). E...... E.... ......i ......:.......:........f......y.............{............................ ......:.......:........y......i.......:......5...............:............ Ir p.. q.. ..............:........i..... t....... 0...... i....... : ..............j......;................... DENR (#####il) Review TRACKING INFORMATION Date Calls 10/14/09 1St Contact - Discussion Only EHPR-10-09-2046 10/14/09 Site Ready to be Flagged 10/14/09 Site Flagged 10/15/09 Site Ready to be Evaluated 10/15/09 Site Evaluated 10/21/09 Approved for Issuance Other Date Comments/Field Notes 10/15/09 Evaluated lot as Mr. Bowman stated it was ready on 10/14/09. Original soil eval. Done by Mike Cash under WLS 2008-00815 10/21/09 Unable to issue permit until today due to issues with CDP. Issued well permit on Friday.