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IPACHTE# 14-'5--34&3 Hari.t County Department of Public.-ealth 28091 Imurovement Permit A building permit cannot be issued with only an Improvement Permit //�� __�n�-�_� PROPERTY LOCATION: $UI//5"/1-,� �1�5 /Z.4 ISSUED TO: CU 4d.�t' SUBDIVISION CG L LOT # NEWPAIR_ EXPANSION Site Improvements required prior to Construction Authorization Issuance: Type of Structure: )'--/, -'—.34 --'6 Proposed Wastewater System Type: Projected Daily Flow: v GPD Number of bedrooms: — Number of Occupants: max Basement ❑Yes Pump Required: ❑Yes ❑ NoI�Public required based on final location and elevations of facilities Type of Water Supply: ❑ Community ❑ Well Distance from well feet Permit valid for: the years Permit conditions: ❑ No expiration Authorized State AgOE2E2 7 C ��i�i �_-� _ Date: //- Z o - l c f SEE ATTACHED SITE SKETCH The issuance of this permit to 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. 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, .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: �'zc `2V ¢"G� t PROPERTY LOCATION: 3 SUB ON / GCS _� LOT # Facility Type: E �c 5�� ❑ New �L-1_Jxi-ansIon ❑ Repair Basement? ❑ Yes 12 No Basement Fixtures? ❑ Yes Ld Np Type of Wastewater System** L'76W V6''7—&e-1Jl� (Initial) Wastewater Flow: -360 GPD (See note below, if applicable ❑) --) I v X4-0 76 to (Repair) Installation Requirements/Conditions Number of trenches z Septic Tank 106 C- n�-jAK Exact length of each trench ( feet Pump Tank Size gallons Trenches shall be Installed on contour at a Maximum Trench Depth of: Zy>1(,. inches (Trench bottoms shall be level to +/-1/4" in all directions) Pump Requirements: ft. TDH vs. GPM Conditions: Trench Spacing: l Feet on Center Soil Cover: �— inches (Maximum soil cover shall not exceed 36" above the trench bottom) Aggregate Depth: 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. inches below pipe Z inches above pipe / Z-- inches total **If applicable: /understand the system type speciTed is different from the type speciTed on the application. / accept the specifIcations of this permit. Owner/Legal Representative Signature: Date: This Construction Authorization is subiect to revocation if the site Dian. plat or the intended use chances. The Construction Authorization shall not he transferred when there is a rhanap in nwnprshin 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 permit. SEE ATTACHED SITE SKETCH Authorized State A nf:—/—"� Date: / l - 2 a --c c� Construction Authorization Expiration Date: I / - HTE# lq- s--,;;3qn.5 Permit # Z 23 Cy lF / Harnett County Department of aiblic Health Site Sketch PROPERTY MATO ISS ED TO: nom. �%,.� SUBDIVISION Authorized State AQ wN xzft-/5/C-6 Date: A-Zo -1�, Com' LOT # —fi� `I)"- le -6 HAL OEN & ASSOCIATES, INC. SOIL & ENVIRONMENTAL SCIENTISTS P.O. Box 400, Lillington NC 27546-0400 Phone (910) 893-8743 / Fax (910) 893-3594 www.halowensoil.com 13 November 2014 Mr. Greg Cox 397 Hectors Creek Lane 1 l Fuquay Varina, NC 27526 Reference: Soil Investigation and Septic System Design Lot 19 Hectors Creek Subdivision (8.63 Acres) Dear Mr. Greg Cox, A site investigation was conducted on 12 November 2014 for the above referenced property, which is located at 397 Hectors Creek Lane in the Hector's Creek Township of Harnett County, North Carolina. The purpose of this investigation was to determine the feasibility of modifying the existing septic system and repair area for the existing three-bedroom home to support a four-bedroom home. A soil and site investigation was conducted, and it appears that this lot is capable of supporting the septic needs of a four bedroom home. This report represents my professional opinion but does not guarantee or represent permit approval for any lot by the local Health Department. Hal Owen & Associates Inc. reviewed the septic permits issued by the Harnett County Health Department and identified the existing septic system at the site. The home is connected to the public water supply. The existing septic system utilizes a 1000 gallon septic tank from which effluent is distributed by gravity to two 200 -foot long gravel conventional drainlines located in the back yard. The soils were investigated and found to be provisionally suitable for subsurface sewage waste disposal in the vicinity of the existing system. It appears the initial septic system can be modified to support the septic needs of a four bedroom home. The storage capacity of the existing septic tank is adequate to handle the additional daily flow, and it will not need to be replaced. An additional 133 feet of drainline will need to be added to the system by extending each existing drainline by 66 feet. The new drainlines will be added below the existing lines, and step-downs will be necessary to connect the old lines to the new lines. The new drainlines should be installed on contour with trench depths at 24 inches below surface. The modified system will utilize gravity distribution to two 266 -foot conventional drainlines and have a corresponding long term application rate of 0.3 gal/day/ftz. Soil Science Investigations • Wetland Delineations, Pennitting, and Consulting HAL OWEN & ASSOCIATES, INC. A soil investigation was conducted in the northern part of the property, which was observed to be underlain by soils rated as provisionally suitable soils for subsurface sewage waste disposal (see attached map). These provisionally suitable soils were observed to be firm clays to greater than 36 inches and will support long term acceptance rates of 0.3 gal/day/sgft. This usable soil area is approximately 1.5 acres in size, and it appears adequate to support the repair area for a four bedroom home. This report and the attached septic system design information will need to be submitted to the County Health Department for review and the permitting process. 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. Solt S JAVro Sincerely, JWAIA-e� Hal Owen Licensed Soil Scientist •- Soil Science Investigations • Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. Soil Investigation and Septic System Design Lot 19 Hectors Creek Subdivision (8.63 Acres) 13 November 2014 Modify the existing system as shown in the diagram below (drawing not to scale) d -box House �j Existing Drainlines ep- r— downs add GGftr- atld 66ft— x Soil Science Investigations • Wetland Delineations, Permitting, and Consulting Y�'t-6'"4.1. �. LA -0