Loading...
IPACIT E • ... Harnett County Department , Public • I. Improvement Permit A building permit cannot be issued with only an Improvement Permit c�r� PROPERTY LOCATION: C�- 1GSib2.1 lA ) u ISSUED TO: 1 ►G MCA SUBDIVISION Opw- ,o>`f7 LOT # ►�°T NEWX REPAIR 4, Ed NSION I—] Site Improvements required prior to Construction Authorization Issuance: Type of Structure: SgCD `_3' Proposed Wastewater System Type: �' /a Projected Daily Flow: �`� Q GPD Number of bedrooms: Number of Occupants: _ max Basement ❑Yes ,�,No Pump Required: ❑Yes ❑ No �1ay be required based on final location and elevations of facilities Type of Water Supp y. Community � Public El Well Distance from well t Q Q feet Permit valid for: Five years Permit conditions: I ❑ No expiration Authorized State Agent:: \ k.A� Date: 10 I oat � i q SEE ATTACHED SITE SKETCH The issuance of this permit by the Health Department in no way guarani the issuance of other permits. The permit holder Is or 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. he 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, .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: In av-c-. )iAU ME" C. PROPERTY LOCATION: C'4 LL � 9-- ( '' l SUBDIVISION QP�'v o,1—\ LOT # 10 Facility Type: 5FO ` 9 A140 )N� New ❑ Expansion ❑ Repair Basement? ❑ Yes No Basement Fixt es? ❑ Yes No GPD �$ (j Type of Wastewater System ** o�.S� /o V �'S l p Sy 5 ; G sn (Initial) Wastewater Flow: (See note below, if applicable ❑) a �S t ® I) C'S' 1 0 v'), (Repair) Installation Requirements /Conditions Number of trenches I Septic Tank Size 10b d gallons Pump Tank Size gallons Pump Requirements: ft. TDH vs. Conditions: Exact length of each trench 3®® feet Trenches shall be installed on contour at a Maximum Trench Depth of. I °A. inches (Trench bottoms shall be level to +/ -1/4" in all directions) GPM Trench Spacing: ! Feet on Center Soil Cover: C; inches (Maximum soil cover shall not exceed 36" above the trench bottom) inches below pipe Aggregate Depth: inches above pipe inches total 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 diNerent from the type specified on the application. / accept the specifications of this permit. Owner /Legal Represenitativ Si natur : Date: This Construction Authorization is subject t re io a site plan, 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 is fak2t�o complia with t " ns of the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit SEE ATTACHED SITE SKETCH Authorized State Agent: om Date: Construction Authorization Expiration Date: HTIE# Permit # Harnett County j)ej)artMejjt of Public Health Site Sketch ISSUED TO: Authorized State Agent: 169 ? PROPERTY LOCATON: C,\ , N I— -,— �) 0= L .. OT # 10—) SUBDIVISION C) Ny-� 0 "S N `�X\-)(01'v Date: C) E p lj V) C) V's (� did C,�LrZfL-) 6A)0--D61_ FILE # COMMENTS: LANDSCAPE POSITIONS GROUP TEXTURES .1955 LTAR CONSISTENCE MOIST WET R -RIDGE I S -SAND 1.2-0.8 S- SHOULDER SLOPE L -LINEAR SLOPE LS -LOAMY SAND VFR -VERY FRIABLE NS- NON - STICKY FS -FOOT SLOPE II SUSANDY LOAM 0.8-0.6 FR- FRIABLE FI -FIRM SS- SLIGHTY STICKY N -NOSE SLOPE L -LOAM VFI -VERY FIRM S- STICKY H -HEAD SLOPE VS -VERY STICKY CC- CONCLAVE SLOPE lit SI -SILT 0.6 - 0.3 EFI- EXTREMELY FIRM NP- NON - PLASTIC CV- CONVEX SLOPE SIL -SILT LOAM SP- SLIGHTLY STICKY T- TERRACE CL -CLAY LOAM P- PLASTIC FP -FLOOD PLAN SCL -SANDY CLAY LOAM VP -VERY PLASTIC IV SIC -SILTY CLAY 0.4-0.1 C -CLAY SC -SANDY CLAY STRUCTURE MINERALOGY SG -SINGLE GRAIN SLIGHTLY EXPANSIVE M- MASSIVE CR -CRUMB EXPANSIVE GR- GRANULAR SBK- SUBANGULAR BLOCKY ABK- ANGULAR BLOCKY PL -PLATY PR- PRISMATIC Show rofile locations and other site features (dimensions, references or benchmark, and North