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IPACHTE# ,1/-~ =26 6 Harnett County Department of Public Health Improvement Permit 2 6 4 3 3 A building permit cannot be issued with only an Improvement Permit PROPERTY LOCATION: ! q , cC 104 ISSUED T0: 25*71-7 W SUBDIVISION LOT # 7 NEW REPAIR ❑ EXPANSION ❑ Site Improvements required prior to Construction Authorization Issuance: Type of Structure: Proposed Wastewater System Type: C7 Projected Daily Flow: 3 " GPD Number of bedrooms: Number of Occupants: max Basement ❑Yes No / Pump Required: []Yes 11 No ZM ave required based on final location and elevations of facilities / Type of Water Supply: El Community Y Public El Well Distance from well feet Permit valid for. 21ive years Permit conditions: ❑ No expiration Authorized State Age~f Date: !I-Z,7-1t SEE ATTACHED SITE SKETCH The issuance of this permit b e 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: 57A-P 20CJ(- ek--5 G PROPERTY LOCATION: vii- //3 7 Z leA SUBDIVISION AhIdY-- I-C- LOT # 37 Facility Type: 0 New ~❑l xpansion ❑ Repair Basement? ❑ Yes E?r No Basement Fixtures? ❑ Yes L~ No Type of Wastewater System** 2-55t' 9t c,~j s (Initial) Wastewater Flow: -3~~6 GIRD (See note below, if applicable p '/V Z5%~ CCU epair) Installation Requirements/Conditions Number of trenches , Septic Tank Size & gallons Exact length of each trench ~ 'feet Trench Spacing: Feet on Center Pump Tank Size gallons Trenches shall be installed on contour at a Soil Cover: - inches Maximum Trench Depth of: Z° inches (Maximum soil cover shall not exceed (Trench bottoms shall be level to +/-1/4" 36" above the trench bottom) in all directions) Pump Requirements: ft. TDH vs. GPM Conditions: inches below pipe Aggregate Depth: inches above pipe inches total WATER LINES (INCLUDING IRRIGATION) MUST BE ]OFT. 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 different from the type specifed on the application. / accept the speciTcations of this permit. Owner/Legal Representative Signature: Date: This Construction Authorization is subject to revocation 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 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 Z RAI ^s / , S Authorized State A Date: Construction Authorization Expiration Date: - Z7 16, HTE# ? -2-6 Z 3y Permit # -26'153 Harnett County Department of I-Itiblic Health Site Sketch 5 Z I 3 7 A Department of Environment Health and Natural Resources , Division of Environmental Health Sheet: On-Site Wastewater Section Property ID: Lot 0: SOIIISITE EVALUATION o e: for ON-SITE WASTEWATER SYSTEM: C d Coda: Owner. Applicant: Address: Date Evaluated: N f - 30 0~ Proposed Facilitr. 2` Dedin Flow (.1949): e-) Propeq Size: Locad.od of Siter. Property ltecorded: WatetSupp[p HC ❑ Individual ❑ Well r ❑ Spring ❑ Other Evaluation Nfethod: Auger Boring ❑ Pit Cut. Type of VNaste9vater ❑ I d . ewage n ustrial Process Mixe d. P it O P 301.NORPHOLOOY OTH 1 .1940 .1941 L Lawsm" Han-zoo P M ROFlI$ PAL"lOR' 9 Posidad Depth .1941 .1941 a Slope % 00 Str CMW Corwdew .194' soil Wdand .1043 .1956 .1944 ptomi TOM" Mfimla Color Soil Sspro Resit IN. Clau Hail CIA" A LTA>< 0-21) 5L . ~o-YZ Sc d - l F site Classification (.1948k 5- _ Evahzted B)r Others present: HARNETT CENTRAL RD NOTES AREA BY COORDINATES z THIS LOT IS NOT LOCATED IN A FEMA MAPPED MAP 3720084200J; AREOL 3 D D OXFORDSHIRE M ~06 DATE 110/ X; EFF: ZOIVE R SITE I ° SETBACKS N FRONT - 35 BALLARD RD SIDE - 10` REAR - 25' VICINITY MAP (no scale) ° CORNER SIDE - 20' IMPERVIOUS AREA CALCULATION N ALLOWABLE IMPERVIOUS - 36 X HOUSE AREA - 1.261 SQ. FT. DRNE/WAIX AREA - 669 SQ. FT. TOTAL PROPOSED - 1.930 SQ. FT. 1930/25351 a 0.761X1OO- 7.61 % 36 MAP # 2010-379 37 0.562 'rte 4 VERNON C. BALLARD D.B. 2094 PG. 866 39.5' - RAid 5' . ~ it L:.. LL PROP. DRIVE I ' . S I 78.2' 42.1' 15' STREETSCAPE r BUFFER N sol 10.0 I 10'X70' SIGHT TRIANGLE A-40.52' 825.00' S 38'06'0S"W 36.23' F S 14; !6 .00 oxFo DS DR 50' PuBLIC R/W SCAR eett0r :2~Q► F~BSi Quo - srJL wow r u TAN W t`~,® rr►itt11% I, OWN W. DE" CW" nW nit PLAT WAS MW LOW WY NOON MW M IC[M. W&Y YNX NY PROPOSED PLAN FOR STANCIL BUILDERS, INC. LOT 37 HADDEN POINTE - PHASE I MAP 2010-279-380 18 0 FORDSHIRE WAY FUQUAY-VARINA, NC PIN 0652-45-7800.000 HEC OR'S CREEK TOWNSHIP HARNETT COUNTY - NORTH CAROLINA SCALE : 1 " = 50' - MARCH 8. 2010 0 sa so +00 oclutheastern Soil & Environmental Associates, Inc. NOHOW y~ (910 Rawl 4:' t' f mui Rv W ttwimt?on,, X14 I, n i,' _'f. ~,tti S;~O is L'of.r'tac '+rr'"':,. y7 W,m t.. base [I _,'it_'SR 1 7 Sl ,L t' f ,+1711i~~' 3 it s` Ui.i ,!Ilra me`~u!~ 454,; tr~ es t L~I ltt C . ej prel n akt _ € k,~ c;,I ..z { t ip l v4L5tI' fit! +l g~,:< M KNOW +.t. A% rt'b M!.` e oil 10 9itPPA any "M:,"bM" u+1m s ss-w'' I 1. wh P Pow, j ~)li ~'I .jam#. '.Y91~W !ik[. 1 }4 e-e ti. acct/ 7a"icy, v It;h 1 ma and R: e b r S,i Si S 6;wti (A Nchon. (T teCI2i:7w -m qw"'5x;311 15, ak Nt''A4. l ~ .'k t ' Lad- jk~l ].'gip ara ;:'xitair, cat Fi: s .°u Mw Al a!7 r ! -j!ilY''urII k:I?%fx toxi ti, i:I 4S..T i~t W11 r ? PO . ;mms Ar at Iasi it ttprcal (40N -•4 ,.p bedi`oji'o omt i•rn< ieiti:i,'. . use of ci,7r'i'it ' liii`...,J drai h7,' t rd r-"jcs.Li]:iLitL+~l~~. ~siref- ~k 151 t~C trs:nc'i~,":in21 7n x? 7i17t14`T4L,'iC3L er7_`E9itS. iL i _.1 i°~IiS16~>[`i".~ ire-.-ts "vZ-f 151 illChLS 1,..1" "yii3i:'4 i t,:TT'Lflt3?1ttt{"+r 'S ~t~>:~4``•~ ,d"`~'.}Tia~ll,_i`r°~ 3'.%E:a~ 1.E1:~~i, 1173:-'.~,4j=~1 arouse d had 1 o , 1}` 1C~f, 32 ply ar., I9 W MqWn WAIC-~V 31t, Dte = ~c t' 1-t"4 - tI re'F Ili a w-1 ,v of IS 't.!!'!i G a% Wr t4'p ~_i ? + edr~~i, , r-Tii h1„c tl ki4 it?~ ~C:+ ]u use of xf Irk' e14fo.t'a4{ above,) ~Notc: . viz erf lots 31 or 32 owaa be consWer ed isr~~twr ~ral~ ai nuitable until the sediment pit 1s romo1N WHO in), AN Miler in place. fliere is d, 50 tour '=4nback rv4ri3irerri,cbn from a septic componews- Onv the Elie k resmov c' d' diie lar, sbould be sP sabte mider the pries p ft-,, ivy;-ter file ricspe in,, this p4nlgr >ph.j Any or all icrts ou.i~ rrquirc .specific ~ otFt an our pal-t Prior to action ky the local be-Ath cte parwitr ut; do to space and st,il cousilit'`FMions f~~ ~ ~~r'~tL, co t t clienrt . Ah rrrt'rtie, e.ly s fnielltioFled 2bove Could he re-quired earl :ink lot to GROUNDWATER 0R t-,AcLvou!-IL ihFrzCr',`~{,y~ _ MSTC TI~EC FIT . ;`~P t _L t ;1!IJ 8 DESIGN 8 y. r tr s++r s i r i1" R 4 IrT