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IPAC RHTE#tI--5-~cW, Harnett County Department of Public Health Improvement Permit 26991 A building permit cannot be issued with only an Improvement Perot PROPERTY LOCATION: P-(LSt>V-11 I SIONP,ty ISSUED TO: So V-T; -EGA C.~+-mot Q~of'E2^C t C. SUBDIVISION 9 ) MP,a•t L, QoS-,\,a r. LOT # _ NEW') REPAIR ❑ -UPANSION ❑ Site Improvements required prior to Construction Authorization Issuance: Type of Structure: `D r0 Proposed Wastewater System Type: a~°/0 ~~ouc.~ >rr,r t 'OY5 em Projected Daily Flow: 0 GPD Number of bedrooms: H Number of Occupants: max Basement ❑Yes No ~ Pump Required: []Yes F-1 No May be required based on final location and elevations of facilities Type of Water Supply: El Community Public ❑ Well Distance from well ®d feet Permit valid for: Five years Permit conditions: ❑ No expiration Authorized State Agent:: Date: i'A I'4A\ N;;, SEE ATTACHED SITE SKETCH The issuance of this permit by the Health Department in no way guarantees the i cue ther permits. The permit holder respon ible 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. The Improve et rt 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.. Construction Authorization (Required for Building Permit) The construction and installation requirements of Rules .1950, .1952, .1954, .1955, .1956, .1951, .1958. and .1959 are incorporated by references into this permit and shall be met. Systems shall be installed in accordance with the attached system layout. ISSUED TO: S Q v's' Cs~.S~~LrI ~c1-op Ef~S ~ ~ PROPERTY LOCATION: 'R,0-5s GCL SUBDIVISION Ps'I"~ rrNp%0 CALOSs\N G LOT # _ Facility Type: New ❑ Expansion ❑ Repair Basement? ❑ Yes --No Basement Fixtures? ❑ Yes 'C&No Type of Wastewater System** QS 'f C' Gov G"s ` 0 ,N Grr (Initial) Wastewater Flow: GPD (See note below, if applicable 'a..5°/ c, T`~.Cfl u G~ ~ 0 r\1 (Repair) Installation Requirements/Conditions Number of trenches Septic Tank Size "0 d gallons Exact length of each trench 3~b feet Trench Spacing: Feet on Center Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover: inches Maximum Trench Depth of: )i 0 inches (Maximum soil cover shall not exceed (Trench bottoms shall be level to +/-1/4" 36" above the trench bottom) in all directions) Pump Requirements: ft. TDH vs. GPM inches below pipe A gregate Depth: inches above pipe Conditions: pGCZ r-% ® w `Jo s l.3 ®+v S „C GC°Slr~ C , inches total '0'1--40 T 6l O e 65 ZaL- r~.d rl 4 C.Pv.i~S C Grv S S S WATER LINES (INCLUDING IRRIGATION) MUST BE LOFT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA. NO UTILITIES ALLOWED IN INITIAL OR REPAIR DRAIN FIELD AREA. **If applicable: /understand the system type specified is different from the type specified on the application. / accept the specifIcations of this permit. Owner/Legal Representative Signature: Date: This Construction Authorization is su lec arif the plat, or the intended use changes. The Construction Authorization shall not be transferred when there is a change in ownership of the site. This Construction Authorization i ct to complia and Rules for Sewage Treatment and Disposal and to the conditions of this permit SEE ATTACHED SITE SKETCH Authorized State Agent: ray Date: Constru ' uthorization Expiration Date: Ll y1 H T E # `1- 5 -~©5~1fiZ Permit # > ~a 7 -4 VIL P.0. Sox 9321 Fayetteville, NC 28311 Phone/Far (910) 822-4540 Email mike@sWheastemsoll.com April 23, 2012 Mr. Oliver Tolksdorff Harnett County Health Department 307 Cornelius Harnett Blvd. Lillington, NC 27546 Re: Hydraulic conductivity (Ksat) analysis for proposed L'I'AR, Pittman Crossing Subdivision, Lot 4, Harnett County, North Carolina Dear Mrs. Tolksdorff, An evaluation of soil and hydraulic conductivity (Ksat) has been conducted on the aforementioned property. The purpose of the investigation was to determine soil absorption rates for a proposed gravelless septic system to serve a 4 bedroom single family residence. All ratings and determinations were made in accordance with "haws and Rules for Sanitary Sewage Collection, Treatment, and Disposal, 15A NCAC 18A .1900". One compact constant head permeameter (CC P) measurement was made to determine a Ksat rate at a depth 28 inches. The sat measurement in the Bt horizon was 220 cm/hr. This equates to 3.62 gpd/sq.ft. Using 10°fo of this average (typical for systems without pretreatment), the Ksat pleasured equates to 0.362 gpd/sq.ft. Our system is based on a proposed 0.36 gpd/sq. ft. Based on this measured rate, these soils should allow for sufficient drainage from the proposed system. SOIL./SITE EVALUATION • SOIL PHYSICAL ANALYSIS • LAND USEISUBDIVISION PLANNING GROUNDWATER DRAINAGE/MOUNDING - SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN t"om" ~Zm SOUTHEASTERN SOIL & ENVIRONMENTAL ASSOC., INC. PROPOSED SUBSURFACE WASTE DISPOSAL SYSTEM DETAIL SHEET SUBDIVISION ~ff6 LOT INITIAL SYSTEM raj t1 S REPAIR ' W'-4 Gi'x-.NJ DISTRIBUTION 9/2(A-(- BENCHMARK NO, BEDROOMS LINE FLAG COLOR ELEVATION DISTRIBUTION S ,(CIA.- / LOCATION ,4f-- - Y P J PROPOSED LTAR 0 6 q LENGTH FTC t- t. 1 IDO e Ci 4 f J'7ff BY TYPICAL PROFILE DATE Q'( t P.O. Box 9321 Fayetteville, NC 28311 Phone/Fax (910) 822-4540 Email mike@southeastemsoil.com ~X"*~'~~ TT et ~i 77M 'csJCr.~ 6417- 100 i c f,`/f7°r t z! 9 SOIUSITE EVALUATION s SOIL PHYSICAL ANALYSIS 0 LAND USEISUBDIVISION PLANNING GROUNDWATER DRAINAGE/MOUNDING - SURFACE/SUBSURFACE WASTE TREATMENT SYSTEMS, EVALUATION & DESIGN