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IPACHTE# Harnett County Department of Public Health Improvement Permit 26740 A building permit cannot be issued with only an Improvement Permit PROPERTY LOCATION: OvER:L -\V1-L5 ISSUED TO: SUBDIVISION !LrTd ~aG Cizos--, LOT # 30 NEW,K REPAIR ❑ EX. NSION ❑ Site Improvements required prior to Construction Authorization Issuance: Type of Structure: 5V0 `35p"~o Proposed Wastewater System Type: 1?ur4O~~ 2La/c ~.EOUG;~o„t Projected Daily Flow: oL40 GPD Number of bedrooms: Number of Occupants: max Basement ❑Yes No Pump Required: ;Yes ❑ No ❑ May be required based on final location and elevations of facilities Type of Water Supply: ❑ Community ~I Public ❑ Well Distance from well G09 feet Permit conditions: Permit valid for: X Five years ❑ No expiration Authorized State Agent:.\ - 5 Date: 11 SEE ATTACHED SITE SKETCH The issuance of this permit by the Health Department in no way guar an the 's lanes of other permits. The permit holder's respo Bible 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. m vement 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: Slr-Ta Z-A~:, ca-asS --~°-G PROPERTY LOCATION: Q`tE21~~L~ ~D SUBDIVISION LOT # Facility Type: C3~ New ❑ Expansion ❑ Repair Basement? ❑ Yes 'X No Basement Fixtures? ❑ Yes '~<No Type of Wastewater System** Pump 10S°1avGS,o,. SyS-Ern (Initial) Wastewater Flow: 'o-1, Lib GPD (See note below, if applicable Installation Requirements/Conditions Septic Tank Size 0 n gallons Pump Tank Size 00 C7 gallons Pump Requirements: ft. TDH vs. Condjtions. i1itis L.S . 'Se ~ S YS En. (Repair) Number of trenches t ®C3 Exact length of each trench Trenches shall be installed on contour at a Maximum Trench Depth of: 1a- (Trench bottoms shall be level to +1-1/4" in all directions) GPM S feet Trench Spacing: 1 Feet on Center Soil Cover: inches inches (Maximum soil cover shall not exceed 36" above the trench bottom) inches below pipe Aggregate Depth: inches above pipe - GA S inches total WATER LINES (INCLUDING IRRIGATION) MUST BE 10FT. 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 pacified is dillerent from the type specified on the application. / accept the specifIcationr of this permit Owner/Legal Represent Signature: Date: This Construction Authorization is subject to Lion if the 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 &thkct to complialft.,wi, ~.visions the Laws and Rules for Sewage Treatment and Disposal and to the conditions of this permit SEE ATTACHED SITE SKETCH Authorized State Agent: V, v Ys Date: N)130 Cons tion Authorization Expiration Date: HAL OWEN & ASSOCIATES, INC. 10 Nov 2011 SEPTIC SYSTEM LAYOUT DESIGN Subdivision: Stone Cross Lot 30 Site Address:. 46 Cobblestone Drive M PIN 0514-29-6939) # Bedrooms: _2 Daily Flow:_ 240 gallons House Footprint 35ft x 50ft Setbacks: Fr©nt 35ft P_ ra»omd System: initial System: Pump to I X 100ft [Soft + 20fil accepted status drainlines Installed parallel to side property line at 12 inches below natural soil surface LTAR 0.6 gal/day/sgft ItM& svstem• Pressure-manifold to 4 X 68ft X aft wide drainlines Infiltrator "Quick4 Plus Standard LP" chambers installed in 18" mound Installed parallel to side property line 14 inches below finished grade of the mound, LIAR 0.3 gallday/sgft 30.00 feet 1:380 775,76 feet N S$y p,. 87'E D-box N g 76-0;'3-V z;; 184.36 feet n o' PrOWSed ~r adva qy HOW& T. 4 ~O m 0 Soil Science Investigations + Wetland Delineations, Permitting, and Consulting Department of Environment; Health and Natural Resources Sheet: Division of Environmental Health Property ID: On-Site Wastewater Section Lot File SOIL/SITE EVALUATION Code: for ON-SITE WASTEWATER SYSTEM Owner: Applicant: Address: Date Evaluated: Proposed Facility: Design Flow ( 1949): Property Size: Location of Site: Property Recorded: Water Supply: ❑ Public[] Individual ❑ Well ❑ Spring ❑ Other Evaluation Method:[] Auger Boring ❑ Pit ❑ Cut Type of Wastewater: ❑ Sewage ❑ Industrial Process ❑ Mixed P R O F I 1940 SOIL MORPHOLOGY OTHER . L Landscape .1941 Horizon PROFILE FACTORS 1942 E Position/ # Slope % Depth .1941 .1941 (In.) Structure/ Consistence Soil Wetness/ .1943 1956 Soil .1944 Profile Texture Mineralogy Color D Sa ro th IN. Class Restr Class Ho riz iz & LTAR Pq~ y ' y`t / i~=3u s3~cs 6=ii sS~ \ 1 Description Initial Repair System Other Factors (.1946): S stem Site Classification (.1948): Available Space .1945) Evaluated B : S stern T e(s) Site LTAR y Others Present: I~AL OW Eli & ASSOCIATES, C. SOIL & ENVIRONMENTAL SCIENTISTS P.O. Box 400,266 Old Coats Road Lillington, NC 27546-0400 Phone (910) 893-8743 /*Fax (910) 893-3594 www.halowensoil.com 10 November 2011 Mr. J. Bret Mangum Anderson Creek Club 125 Whispering Pines Drive Spring Lake, NC 28390 Reference: Septic System Design Lot 30 Stone Cross Subdivision Dear Mr. Mangum, A site investigation was conducted for the above referenced property to demonstrate the ability of this lot to support a subsurface sewage waste disposal system and 100 % repair area for a two-bedroom home (240 gallon daily flow). A 35 X 50-foot house footprint was utilized for this investigation. A foundation drain will not be possible. This report represents my professional opinion but does not guarantee or represent permit approval for any lot by the local Health Department. The initial system is proposed as a pump to 100 ft (two lines with serial distribution) of accepted status type drainline (25% reduction) utilizing a long term acceptance rate of 0.6 gal/day/sq$ (see attached sketch). Trenches should be installed 12 inches below the natural soil surface. The repair septic system is proposed as a mound type system utilizing a long term acceptance rate of 0.3 gal/day/sgft. Effluent will be pumped to a pressure-manifold and distributed to four equal length-(68 ft) drainlines utilizing infiltrator "Quick4 Plus Standard LP" chambers (NC DENR Innovative Wastewater System Approval No. IWWS 20101). The drainlines will need to be installed in a mound with a maximum height of eighteen (18) to twenty (20) inches, parallel to the side property line, and with the trench bottom depths at 14 inches below finished grade. Soil material for the mound must be approved by the local Health Department. A site visit by Hal Owen & Associates is required to ensure proper mound construction prior to installation of the drainlines. It is proposed that the soil material for the mound be put in place at the same time as the initial system, although only the initial system will be installed at this time. It is important that you do not disturb the septic system area. It is recommended that a staked line or protective fence be placed around the system areas prior to construction to eliminate any potential damage to the soil or the layout of the systems. Soil Science Investigations + Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. 14 Nov 2411 We 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 us at your convenience. Sin rely, Hal Owen Licensed Soil Scientist Soil Science Investigations • Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. SEPTIC SYSTEM LAYOUT DESIGN Subdivision:- Stone Cross Lot 30 Site Address:- 46 Cobblestone Drive (NC FIN 0514-29-6939) # Bedrooms: -2 Daily Flow:_ 240 gallons House Footprint 35ftx 50ft Setbacks: Front 35ft kratwsed System: Initial System: Pump to 1 X 100ft j80ft + 20ftj accepted status drainlines Installed parallel to side properly line at 12 inches below natural soil surface LIAR 0.6 galldaylsq£k Rgk*-- sy: Pressure-manifold to 4 X 68ft X 3ft wide drainlines Infiltrator "Quick4 Plus Standard LP" chambers installed in 18" mound Installed parallel to side property line 14 inches below finished grade of the mound LTAR 0.3 gal/day/sgft 30.00 feet 1:300 175.16 feet N 54- W 51-E D-box i Fir, 10 Nov 2011 CMV* ft ~ 35.00' ~ ~ ft 1 50.31' GrW 184.36 feet ra 0 0 Soil Science Investigations + Wetland Delineations, Permitting, and Consulting HAL OWEN & ASSOCIATES, INC. 10 Nov 2011 SEPTIC SYSTEM LAYOUT DESIGN Subdivision: Stone Cross Lot 30 Site Address: 46 Cobblestone Drive (NC PIN 4-29-6939) # Bedrooms: 2 Daily Flow: 244 gallons House Footprint 35ft x 50ft Setbacks: Front 35ft Proposed System- Initial System: Pump to I X 100ft [80ft + 20ft] accepted status drainlines Installed parallel to side property line at 12 inches below natural soil surface LTAR 0.6 gal/day/sgft Repair system: Pressure-manifold to 4 X 68ft X 3ft wide drainlines Infiltrator "Quick4 Plus Standard LP" chambers installed in 18" mound Installed parallel to side property line 14 inches below finished grade of the mound LTAR 0.3 gal/day/sgft Soil Science Investigations a Wetland Delineations, Permitting, and Consulting