The URL can be used to link to this page

Home My WebLink AboutIPACHTE# Harnett County Department of Public Health 29460 Imarovement Permit Authorized State Agent:_ �T �— ate: O�/�&LCy � SEE ATTACHED SITE SKETCH The issuance of this permit by the 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 in compliance with the provision of the laws and Rules for Sewage Treatment and Deposal and to conditions of this permit. Construction Authorization (Required for Building Permit) The construction and installation requirements of Rules .1950, .1957, .1954, .1955, .1956, .1957, .1958. and .1959 are incorporated by references into this permit and shall be met. Systems shall be installed in acmrdance with the amched system layout / 5(l ISSUED TO: S� jnfxkure_ \4cy'cb Buz, PROPERTY LOCATION: C Gn. Bc" "fl,nson 2�)_ qaZ F SUBDIVISION f t,hnSnn f—cAyyivS_ LOT # l� Facility Type: S 5o t X 3Zt LTJ New ❑ Expansion ❑ Repair Basement? ❑ Yes or Basement Fixtures? ❑ Yes ❑ No k— Type of Wastewater System"` `L.5% itewc'ubn S>3 k --VN (Initial) Wastewater Flow: °��U GPD (See note below, if applicable ❑) 25%v 60 -LA Lr_ VVI s;ZS . (Repair) Installation Requirements/Conditions Number of trenches Septic Tank Size 7 Zar gallons Exact length of each trench FO feet Trench Spacing: Feet on Center Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover: G inches Maximum Trench Depth of: 1$ inches (Trench bottoms shall be level to +/-1/4" in all directions) Pump Requirements: ft. TDH vs. GPM Conditions: (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 2 inches above pipe 1 Z inches total **If applicable, / anderstand the system type speciled it different from the type spedifed on the application / accept the specipcannar of this permit Owner/Legal Representative Signature: Date: This Construction Authorization is subject to revocation if the site pian, 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 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 Agent: �/�/6. � a� Date: 0 Z of -4- Construction Authorization Expiration Date: 0y4/3-/Z.ozz A building permit cannot be issued with only an Improvement Permjt S(L- )qi sq ISSUEDT0/: ilockluree PROPERTY LOCATION: S,ldtP LLn larvvsaA 6185 SUBDIVISION Tpn )n5c n s=c StyS (i��xe '1n4,ns4n LOT # �— NEW f� REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance: Type of Structure: yQel— 5 50` XZZt Proposed Wastewater System T pe: bio tttwr�; n Sys Projected Daily Flow: t_� 8 b GPD Number of bedrooms: �Ll Number of Occupants: V max Basement ❑ L7Yes No � Pump Required: ❑Yes Type of Water Supply: El No El Community L3 ffa be required based on final location and elevations of facilities 6d' Public ❑ Well Distance from well 1M'T' feet Permit valid for. 341ve years Permit conditions: ❑ No expiration Authorized State Agent:_ �T �— ate: O�/�&LCy � SEE ATTACHED SITE SKETCH The issuance of this permit by the 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 in compliance with the provision of the laws and Rules for Sewage Treatment and Deposal and to conditions of this permit. Construction Authorization (Required for Building Permit) The construction and installation requirements of Rules .1950, .1957, .1954, .1955, .1956, .1957, .1958. and .1959 are incorporated by references into this permit and shall be met. Systems shall be installed in acmrdance with the amched system layout / 5(l ISSUED TO: S� jnfxkure_ \4cy'cb Buz, PROPERTY LOCATION: C Gn. Bc" "fl,nson 2�)_ qaZ F SUBDIVISION f t,hnSnn f—cAyyivS_ LOT # l� Facility Type: S 5o t X 3Zt LTJ New ❑ Expansion ❑ Repair Basement? ❑ Yes or Basement Fixtures? ❑ Yes ❑ No k— Type of Wastewater System"` `L.5% itewc'ubn S>3 k --VN (Initial) Wastewater Flow: °��U GPD (See note below, if applicable ❑) 25%v 60 -LA Lr_ VVI s;ZS . (Repair) Installation Requirements/Conditions Number of trenches Septic Tank Size 7 Zar gallons Exact length of each trench FO feet Trench Spacing: Feet on Center Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover: G inches Maximum Trench Depth of: 1$ inches (Trench bottoms shall be level to +/-1/4" in all directions) Pump Requirements: ft. TDH vs. GPM Conditions: (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 2 inches above pipe 1 Z inches total **If applicable, / anderstand the system type speciled it different from the type spedifed on the application / accept the specipcannar of this permit Owner/Legal Representative Signature: Date: This Construction Authorization is subject to revocation if the site pian, 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 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 Agent: �/�/6. � a� Date: 0 Z of -4- Construction Authorization Expiration Date: 0y4/3-/Z.ozz HTE# — S L41 0()v Permit # 29"/(Oo Harnett County Department of Public Health Site Sketch srz 1143+ PROPERTY LO(ATON: S —J d le I-0 C artxe- TAInnSC,(N R6 ISSUED TO: 5%kvre_ qr*w- SUBDIVISION TnhnSon ("c.rr 6 LOT #I'L Authorized State Agent: Date: UW 1 :4-./ Zol =T '�o n�OJ�gi 2 'b5I OC (kWo5ei> 442 So` X 3 z' 1/0 Department of Environment, Health and Natural Resources Division of Environmental Health On -Site Wastewater Section SOIL/SITE EVALUATION for ON-SITE WASTEWATER SYSTEM Owner: Applicant: A60e15. Address:G,,)/y S,hti *m rJ,r . Date Evaluated: a`i1°s1)7 Proposed Facility: VOg- 6jrb Design Flow (.1949): YO 666 Location of Site:_7f hnX,n warn Property Recorded: A?S' Water Supply: R rublic❑ Individual ❑ Well Evaluation Method: QAuger Boring ❑ Pit ❑ Cut Type of Wastewater: ,[I -Sewage ❑ Industrial Process Sheet: Property ID: Lot #: File #: Code: Property Size: 0 , Zlel W-3 AG ❑ Spring ❑ Other ❑ Mixed 4- A2 &Xs- O. r< P R O F 1 L E # .1940 Landscape Position/ Slope% Horizon Depth (In.) SOIL MORPHOLOGY .1941 OTHER PROFILE FACTORS Profile Class & LTAR .1941 Structure/ Texture .1941 Consistence Mineralogy ,1942 Soil wetness/ Color .1943 Soil Depth (IN.) .1956 Sapro Class .1944 Restr Horiz 1 L t° -1z° e-tz G2 5G 2 P5 )z"L0 3'i 3u, 964 7- L Ic-it 0-10 62 5L F_fj ss sip l) b Iv -37 ASK G Fl f n f`� 3Cj G'3 Y04 P � � Pm 3 L w(a o -la GrL 5L rl Sw 10-X 6K G Fl S P fk.P 3q 0.3 '� L 1 y-ll�o r� -g LQ f L e'2 sssP fey P,5 1-39 BK C' FI S P iif Description Initial Repair System Other Factors (.1946): S st Site Classification(. 1948): Prov,flae49j s",f-.Sze Available Space (.1945) V,Evaluated By: A 4 dre J System Type(s) 21 o Others Present: ' fJ Site LIAR 0. COMMENTS: LANDSCAPE POSITIONS GROUP TEXTURES R -RIDGE I S -SAND S -SHOULDER SLOPE LS -LOAMY SAND L -LINEAR SLOPE VFR-VERY FRIABLE FS -FOOT SLOPE II SL -SANDY LOAM N -NOSE SLOPE L -LOAM H-HEADSLOPE VFI-VERY FIRM CC -CONCLAVE SLOPE III SI -SILT CV -CONVEX SLOPE SIL -SILT LOAM T -TERRACE CL -CLAY LOAM FP -FLOOD PLAN SCL-SANDY CLAY LOAM IV SIC -SILTY CLAY C -CLAY SC -SANDY CLAY STRUCTURE MINERALOGY SG -SINGLE GRAIN SLIGHTLY EXPANSIVE M- MASSIV E VFR-VERY FRIABLE CR -CRUMB EXPANSIVE GR -GRANULAR FI -FIRM SBK-SUBANGULAR BLOCKY VFI-VERY FIRM ABK-ANGULAR BLOCKY EFI-EXTREMELY FIRM PL,PLATY PR -PRISMATIC snow .1955 LTAR CONSISTENCE MOIST 1.2-0.8 VFR-VERY FRIABLE FR -FRIABLE 0.8-0.6 FI -FIRM VFI-VERY FIRM EFI-EXTREMELY FIRM 0.6-0.3 0.4-0.1 FILE # WET NS -NON -STICKY SS-SLIGHTY STICKY S -STICKY VS -VERY STICKY NP -NON -PLASTIC SP -SLIGHTLY STICKY P -PLASTIC VP -VERY PLASTIC