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IPAC RH T E # 0.. Harnett County Department of Public Health Imarovement Permit 2 6 9 5 6 A building permit cannot be issued with only an Improvement Permit t PROPERTY LOCATION: fy\Z Zo ut P,L-o V.s> ISSUED TO: ("'N Q'-"5 Irv 5 "C)5 SUBDIVISION QA..1N~1 T_- . "TA v+ w+t~5 LOT # 1> NEWA REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance: Type of Structure: mt'w- • 'V\0cr E Proposed Wastewater System Type: - ~/y Projected Daily Flow: 3dp d GPD Number of bedrooms: 3 Number of Occupants: max Basement ❑Yes ,~KNo Pump Required: ❑Yes ❑ No May be required based on final location and elevations of facilities Type of Water Supply: ❑ Community < Public ❑ Well Distance from well \ feet Permit valid for: Five years Permit conditions: ❑ No expiration Authorized State Agent:: ~%116 Date: SEE ATTACHED SITE SKETCH The issuance of this permit by the Health Department in no way guarantees the issuance o hither permits. The permit holler is esponsible 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 Permio 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:\A t°-L PROPERTY LOCATION: T"\ cQov6A~.o SUBDIVISION (~Q•Nra~ LOT # j.. Facility Type:~+~ New ❑ Expansion ❑ Repair Basement? ❑ Yes No Basement Fixtures? ❑ Yes No Type of Wastewater System** 2~~10 a us; 0 N Sit -,7 an (Initial) Wastewater Flow: GPD (See note below, if applicable 2s°jp Q-~.OuC,yt-bsJ (Repair) Installation Requirements/Conditions Nnmhpr of trpnrhpc 1 Septic Tank Size 10 gallons Pump Tank Size gallons Pump Requirements: ft. TDH vs. Conditions: Exact length of each trench d feet Trenches shall be installed on contour at a Maximum Trench Depth of: A inches (Trench bottoms shall be level to +/-1/4" in all directions) GPM Trench Spacing: Feet on Center Soil Cover: 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 10FT. FROM ANY PART OF SEPTIC SYSTEM OR REPAIR AREA. O 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 specipcations of this permit. Owner/Legal Representative Signature: Date: This Construction Authorization is subject to revocati i( the site p 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 ' ccompliance with t rovisilai t e La ules for Sewage Treatment and Disposal and to the conditions of this permit. SEE ATTACHED SITE SKETCH Authorized State Agent: A..X5 Date: t Construction orization Expiration Date: -3 HTE# "---S- '-'1\ \a.- Permit # arnett County e )artmen of Public eal t h ISSUED T0: C: Authorized State Agent: fd1,1D v7c-"a r e(7 q Z 1 i 1 P r ~ f C 8s 2P -A 0j; ° Department of Environment; Health and Natural Resources Sheet: } Division of Environmental Health On-Site Wastewater Section Property ID: Lot SOIL/SITE EVALUATION File for ON -SITE WA Code: STEWATER SYSTEM Owner: Applicant: Address: Date Evaluated: 4 Proposed Facility: ~3 a-_XzF z, I Design Flow (.1949): Property Size: Location of Site: Property Recorded: Water Supply: ~ ublic❑ Individual [3 Well Evaluation Method:(~u~er BO ng ❑ Pit ❑ Spring' Type of Wastewater: Sewage ❑ Cut ❑ Industrial Process ❑ Mixed R O F SOIL MORPHOLOGY 1 L .1940 Landscape Horizon .1941 PR( E Position/ Depth .1941 .1941 1942 S il # Slope % (In.) Structure/ Consistence o Wetness/ Texture Mineralo Color L_ 5 t S--7 V1, 0°~ V Q 5 a 13!3y" SC-L- '3~ ~E~ :,.-,sxls Initial Re it System Other Factors (.1946): S ste Site Classification i 948): Evaluated By:''(?,,,\,,, `lam szwa~ Others Present: ❑ Other 1956 .1944 I Profile Sapro Restr Class Class Horiz & LTAR OTHER ILE FAC .1943 Soil ~s f5 L OWEN & ASSOCIATES, INC. SOIL & ENVIRONN ENTAL SCIENTISTS P.O. Box 400, 266 Old Coats Road Lillington, NC 27546-0400 Phone (910) 893-8743 /Fax (910) 893-3594 www.halowensoil.com 2 February 2012 Mr. Gary Williams Mrs. Christine Williams 184 Rodeo Lane Lillington, NC 27546 Reference: Final Report for Comprehensive Soil Investigation Minor Subdivision for Gary L Williams and Christine G. Williams NCPIN 0640-20-7005 Dear Mr. and Mrs. Williams, A comprehensive soil investigation has been conducted at the above referenced property, located at 184 Rodeo Lane, north of McDougal Road (SR 1229), Lillington Township, Harnett County, North Carolina. The purpose of the investigation was to determine the ability of this lot to support a subsurface sewage waste disposal system and repair area for a typical three-bedroom home. All soil ratings and determinations were made in accordance with "Laws and Rules for Sewage Treatment and Disposal Systems, 15A NCAC 18A .1900". It is our understanding that individual septic systems and public water supplies will be utilized at this site. The maximum house footprint used for this evaluation was 50 X 60 feet. Ponds are located in western and southern portions of the property which likely have associated wetland fringes and may themselves be considered jurisdictional entities. A portion of this lot was investigated and found to be underlain by provisionally suitable soils for subsurface sewage waste disposal. These provisionally suitable soils were observed to be firm sandy clay loams to greater than 33 inches and appear adequate to support a long term acceptance rate of 0.4 gal/day/sgft. It appears that the soils on this lot are adequate to support a conventional septic system and repair area for one residence. This soil investigation report and map, when provided to the Harnett County Health Department, should allow them to sign the maps for recordation. I appreciate the opportunity to provide this service and hope to be allowed to assist you again in the future. If you have any questions or need additional information, please contact me at your convenience. Sincerely, AwAle''_ Hal Owen Licensed Soil Scientist Soil Science Investigations • Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. Reference: Final Report for Comprehensive Soil Investigation Minor Subdivision for Gary L Williams and Christine G. Williams NCPIN 0640-20-7005 Soil Man Soil Map Legend F-1 Provisionally Suitable Soils Scale 1 inch =100 feet N W +E S =Q z- rw n a~1L'w it I a c3mss: Soil Science Investigations . Wetland Delineations, Permitting, and Consulting