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IPACHTE# N - 5 J0- o')I L3,:,, Harnett County Department of Public Health 2 5 2 4 8 Improvement Permit A building permit cannot be issued with only an Improvement Permit S "fie cam} PROPERTY LOCATION: C P ISSUED T0: .~cv.r.~.~.k g; SUBDIVISION LOT # NEW0I REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance: Type of Structure: - 1 - 313(L Proposed Wastewater System Type: , S"/- Projected Daily flow: 'GPD Number of bedrooms: Number of Occupants: max Basement ~Xes ❑ No Pump Required: ❑Yes ❑ No -May be required based on final location and elevations of facilities Type of Water Supply: ❑ Co munity J- Public ❑ Well Distance from well 00 fey Pe it conditions: /r c_e)n I , -c- ]0r-,,r y c> s~`t1A sn L,^,, 4- ',"kl Mk_J+ hz i 04- tf'5r.~ 4 f3A: Authorized State Agent:: ) Date: 0-2-a3-0~ SEE ATTACHED SITE SKETCH The issuance of this permit by th ealth 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. This site is subject to revocation if the site plan, plat, or the intended use changes. The Improvement Permit 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, .1957, .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: kcly)_C ~ RuAA^%1 6~ 3 PROPERTY LO ION: C P S%Ct,,~r - SUBDIVISION LOT # Facility Type: New ❑ Expansion ❑ Repair q Basement? c9af-Yes ❑ No Basement Fixtures? lies ❑ No Type of Wastewater System** R^t # f. 2 f" ~ Sti (Initial) Wastewater Flow: 36s GPD (See note below, if applica "~Of_ ._ZJJ _ f `~~c^ cra . f 1 (Repair) Installation Requirements/Conditions Number of trenches Septic Tank Size Joao gallons Exact length of each trench 303 feet Trench Spacing: Feet on Center Pump Tank Size 03 gallons Trenches shall be installed on contour at a Soil Cover: inches Maximum Trench Depth of. 12 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 Conditions: Aggregate Depth: inches below pipe inches above pipe inches total **If applicable: / underhand the swem type specified is different from the type specified on the app/ication. / accept the specifirwioar of this permit Owner/Legal Representative Signature: Date: mis conswamn Rumonzation is suofecr to revocation it the site plan, plat, or the intended use changes. Me Construction Authorization shall not be transferred when there is a change in ownership of the site. This Construction Authorization is subject to compliance with the provisions of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this nermir SFF ATTACHED UTF SKETCH Authorized State Agent: C.4' Date: QZ- ;Z3-3 5 Construction Authorization Expiration Date: 02- -a = J f T Permit valid for. 'VFive years r. 9 tir kf ❑ No expiration cM C'%-1 A, t HTE# Permit # Harnett County Depa linent of Public Health Site Sketch ~~aa PROPERTY LOCATON: C p ISSUED T0: tcnn~k l..-LtMM(IV 5 SUBDIVISION x- LOT # Authorized State Agent: L*j Date: 0 2 -Z 3- 3 1 _ Ain AR<R 3~w 1~ ty 00 4 As OtZA ri Q~r<~ lay q, s 3 3 cr ~A 4S G 4--- OWL 5~z- 1 ~ 50 12 2 COMMENTS: FILE # LANDSCAPE POSITIONS R-RIDGE S-SHOULDER SLOPE L-LINEAR SLOPE FS-FOOT SLOPE N-NOSE SLOPE H-HEAD SLOPE CC-CONCLAVE SLOPE CV-CONVEX SLOPE T-TERRACE FP-FLOOD PLAN STRUCTURE SG-SINGLE GRAIN M-MASSIVE CR-CRUMB GR-GRANULAR SBK-SUBANGULAR BLOCKY ABK-ANGULAR BLOCKY PL-PLATY PR-PRISMATIC GROUP TEXTURES .1955 LTAR CONSISTENCE MOIST WET I S-SAND 1.2-0.8 LS-LOAMY SAND VFR-VERY FRIABLE NS-NON-STICKY II SL-SANDY LOAM 0.8-0.6 FR-FRIABLE FI-FIRM SS-SLIGHTLY STICKY L-LOAM VFI-VERY FIRM S-STICKY VS-VERY STICKY III SI-SILT EFI-EXTREMELY FIRM NP-NON-PLASTIC - 0.6-0.3 SP-SLIGHTLY STICKY SIL-SILT LOAM P-PLASTIC CL-CLAY LOAM VP-VERY PLASTIC SCL-SANDY CLAY LOAM SICL-SILTY CLAY LOAM IV SIC-SILTY CLAY 0.4-0.1 C-CLAY SC-SANDY CLAY MINERALOGY • SLIGHTLY EXPANSIVE EXPANSIVE