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INSPECTIONS PREPARED 6/09/09, 13:59:36 INSPECTION TICKET PAGE 41 Harnett County INSPECTOR: IVR DATE 6/10/09 ADDRESS . : 190 TRENTON PL SUBDIV: THE GATE Q LEXINGTON 159LOTS CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864 OWNER H & H CONSTRUCTORS INC PHONE (910) 486-4864 PARCEL 09-9565-07- -0282- -97- APPL NUMBER: 09-50022103 CP NEW RESIDENTIAL (SFD) DIRECTIONS : FOREST OAKS LOT 138 HWY 27 TO NURSERY RD TO LEMUEL BLACK RD LEFT ON VALLEY OAK DRIVE INTO FOREST OAKS S/D JB STRUCTURE: 000 000 54X47 5BDR SLAB W/ GARAGE & PATIO FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 5.00 PROPOSED USE . . . . . . . SFD SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -101 01 5/27/09 DT R*BLDG FOOTING J TEMP SVC POLE VRU 001772342 5/27/09 CA B101 02 6/10/09 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001779537 6 0 89 IV ~V- COMMENTS AND NOTES - - - - ~ala3 MICHAEL P. GRIFFIN ...roy as ww-ay saiar we alra aA a a sew Ian n .v AM I anI [ Nat a..w a e a aI a w eaawae by aW r N 14IX ; as Yi. e.e Ixw naesi v aeaevad sy ,III( !!I INra. ar lslewad a.Y .O~ii'/ . oNS f5mey a CAR 4'ESS 16.' ~~:y ~ a ON~~ J 3 S~ ZZ~ SEAL o OJ W (298~ L4331 0 11% ; 9 7~ to„~ ~o~ I I s mlufU~tl"'14'2a°w - 80.00' I 273 9, 600 50. FT. n 0.22 AC. P n i I 1 I N ~z I I N W .00 ; N N 19.06' 29.92' i ~ 1 ~ rn 1 I 12721 a EXISTING i-~ N FOUNDATION ; 1 74~ 1 ! 1 13,01 1 14, 05' 1 I _ 1 a I I o i 1 6.00 ' ~ 22061 13 0' o ° 8 H 5 60° 14'28" E 80.00' T R E N T O N P L A C E 50' PU5LIC R/W SETBACKS FRONT 35' REAR 25' H t n CON517U11TOR5 510E (ONE 510E) 5' 2119 BREfRN000 AVE. SiE 400 SIOE (ONE 51OE) ! or NA TTEVLLLE. NC 26303 CORNER 510E 20' LEGEND 511E fIR EXI5TING IRON PIPE FE5 FLARED END 5ECTION s THIS PROPERTY IS NOT LOCATED IFS IRON PIPE SET w WATER METER f M RIGHT OF WAY CO CLEAN OUT 1 IN THE 100 YEAR FLOOD ZONE. wF NOW OR FORMERLY FH FIRE HYDRANT F15r E 15TING IRON 5TAKE CB CATCH BASIN GRIFFIN LAND SURVEYING, INC FOUNDATION SURVEY FOR W P. M B 0 K 1 4 3 H R H HOMES 0 FUQUA Y - V A R I NA, NC 27323 (219)-33]-1033 LEXINGTON PLANTATION DRAWN BY NMF DATE 8/15/09 LOT 273 TRENTON PLACE C H E C K E D B Y MPG S C A L E 1a w 20' NORTH CAROLINA HARNETT COUNTY ANDERSON CREEK TOWNSHIP PREPARED 6/17/09, 14:07:00 INSPECTION TICKET PAGE 23 Harnett County INSPECTOR: IVR DATE 6/18/09 ADDRESS- . :'190 TRENTON PL SUBDIV: THE GATE O LEXINGTON 159LOTS CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 466-4864 OWNER H & H CONSTRUCTORS INC PHONE (910) 486-4864 PARCEL 09-9565-07- -0282- -97- APPL NUMBER: 09-50022103 CP NEW RESIDENTIAL (SFD) DIRECTIONS : FOREST OAKS LOT 138 HWY 27 TO NURSERY RD TO LEMUEL BLACK RD LEFT ON VALLEY OAK DRIVE INTO FOREST OAKS S/D JB STRUCTURE: 000 000 54X47 SBDR SLAB W/ GARAGE & PATIO FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 5.00 PROPOSED USE . . . . . . . SFD SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - B101 01 5/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001772342 5/27/09 CA B101 02 6/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001779537 6/10/09 AP B104 01 6/15/09 JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001762382 6/15/09 AP A814 01 6/18/09 TI ADDRESS CONFIRMATION VRU 001763323 B103 01 /18 9 ~T~ R*BLDG FOUND & TEMP SVC POLE VRU 001783331 - - - - - COMMENTS AND NOTES - Jun 10 09 02:17p Pyramid Geosciences, Inc. 910.488.9450 p.1 D GEOSCIENCES, INC. Geotechnical, Environmental and Constroctit n Engineering FACSIMILE COVER SHEET DATE June 10, 2009 10 # PAGES INCLUDING T iIS PAGE j FROM Larry R. Meachum, P.E. To Matt Lowe SUBJECT FIRM H 8 H Constructors, Inc. 2919 Breezewood Avenue Field Reports -Allay 27, 2009, June 4. 2009 & . ADDRESS Suite 400 June 8, 2009 Fayetteville, NC 28303 The Gates at Letdngton Plantation, Lot 273 Cameron, NC PH # 910.486.4864 Project No. 09FCS-2463 FAX # 910.485.0463 MESSAGE Matt, Please call me if you need additional information or if you have any questions. Cc: Via facsimile only 910.893.6833 Project Site Office c e P AS YOU REQUESTED NO HARDCOPY BEING SENT t X FOR YOUR INFORMATION X HARDCOPY SENT VIA M NIL FOR YOUR REVIEW/APPROVAL HARDCOPY SENT OVERNIGHT NO ACTION NECESSARY r PLEASE RESPOND AS NOTED FACSIMILE OPERATOR I 'LEASE PLEASE SIGN AND RETURN CALL TO CONFIRM RECOPT P.O. Box 9367, Fayetteville, North Carolina 28311 Taiephone 910.488.1829 Jun 10,09 02:Oep Pyramid Geosciences, Inc. 910.488.9450 p.2 P D GEOSCIENCES, INC. Geotechnieal,Emlronmental and Construct!, w Engineering Via facsimile and mail 910.485.0463 H & H Constructors, Inc. J une 9, 2009 2919 Breezewood Ave., Ste., 400 Fayetteville, NC 28303 Attention: Mr. Matthew Lowe Subject: Foundation Sub-grade and Compacted Structural Fill Material Evaluation The Gates at Lexington Subdivision, Lot 273 Cameron, North Carolina Project No. 09FCS-2463 Document No. 09F-2112 Dear Mr. Lowe: As requested, engineering representatives of Pyramid Geosciences, Inc. visited the above referenced site on May 27, 2009 to evaluate existing sub-grade soils within the n .-w building area, and again on June 4, 2009 and June 8, 2009 to evaluate compacted structural fill material placed within the limits of the building area. It is understood that a new single-family dwelling is planned for construction on Lot 273. VAiile excavating for the new foundations and slab-on-grade construction, unsuitable sut -grade soils were encountered within the planned structural areas. Existing sub-grade soils were (valuated on May 27, 2009 by observing conditions encountered in three (3) shallow test pits lots red near the perimeter of the building footprint area The excavations extended to depth of 2.5 ft., 3.5 fr., and 5.5 ft. below existing grades. The existing surface and sub-grade soils were observed to contain unacceptable proportions of silt, clay and organic matter. As recommended, the unsuitable sub-grade soils were removed from the planned building area and replaced with suitable imported structural fill material. The structural fill r £aterial was placed and compacted in 8 to 10-in. lifts as recommended to achieve minimum compaction requirements. The maximum dry density and optimum moisture content for the sample of m iterial were determined in accordance with ASTM D 698 Laboratory Compaction Characteristics of Soil Using Standard Effort. Results of the laboratory tests are attached for reference. r~ P.O. Box 9367, Fayetteville, North Carolina 28311 Telephone 910.488.1629 FAX 9£0.488.9450 Jun 10 109 02:09p Pyramid Geosciences, Inc. 910.488.9450 p.3 Foaadadon Sub-grade and Compacted Structural Fill Material Evaluation Pyramid Gec sciences, Inc. H & H Constructors, Inc. Project No 09FCS-2463 The Gates at Lexington Plantation Subdivision, Lot 273 Document ;1o. 0917-2112 Cameron, North Carolina June 9, 2009 Page 2 The compacted fill material was evaluated during construction of the building pad by performing a total of ten (10) field density tests. The field tests were performed using the drive cylinder method at approximate locations shown on the attached field sketches. Results of the field density tests are also attached for reference. Based on our observations as well as the field density and laboratory test results, minimum compaction requirements were achieved and the compacted structural fill material is considered to be suitable for g= of the planned construction. Pyramid Geosciences, Inc. appreciates the opportunity to provide services for the pr< ject. If we can be of additional service to you, please do not hesitate to contact us. Sincerely, PYRAMID GEOSCIENCES, INC. oil CA/? f 0. . o ?Z 'Z SEAL p P' Larry R- chum, P.E. 29125 ' Chief Engineer ~y ` NC PE Registration No. 029125 K,:, R Attachments Cc: Via facsimile 910.893.6833 Project Site Office Jun 10,09 02:09p Pyramid Geosciences, Inc. 910.488.9450 p.4 D GEOSCIEN-CES, INC. LABORATORY t38,A eew street - FayetWdle, Norlh Car°6ns 28301 PROJECT: The Gates at Le*Kiton Plantation DATE: 12 Apr{ 9 PROJECT LOCATION: Cameron. NC DATE SAMPLED: 7-Apr-0 PROJECT NO.: 09FCS-2463 LOCATION SAMPLED: Building Pad CLIENT: H & H Constructors, Ina LAS NO: 09PL-M S3 CURVE NO.: t MATERIAL SOURCE: On-sfte borrow source MATERIAL DESCRIPTION: Brown Sly Ciavev Sand (SM-SC) METHOD: X ASTM D ON. Test MaTod for Laboratory Compaction Characteristics of Soll Using Stands d Effort ASrM D 1557, Test Method for Laboratory Compaction awamats5ca of Son Using Modal ed Effort AASHTO T 99, Molstwa-Density Relations of Sills Using a 2.5-kg (5.54b) Ranrm and a 315-mm (124n.) Drop AASH7'O T 180, Molsluta•Densily Relations cf SoBs Using a 4.544kg (10-lb) Rammer and a 457-mm (184n.) Drop 125 • ._l._ 120 ; U - 115 ; - - - ...A...._..i - . - - G 110 .i.. I . 105 _ - 100 0 5 10 15 20 25 MOISTURE -Proctor Curve •~Zero Air Voids Curve (Gs=2.65) Points Ma)dmum Dry Density (pcI): 115.5 Optimum Moisture Content 14.0 Passing # 200 Sieve 27.4 Larry R. Meadlurn, RE ~ Engineer Name (rechnkal Raspoosibigyt Signature Posit M Jun 10 Q$+62¢19p Pyoami'd.6eesciences, Inc. 910.488:9450 p.5 !art _ Project The Gales at Le)dngton n Field f!!31 n GEOSCIEPICM-114C. su ion Lot 273 Pyramid Inc. Location Cameron, North Carolina 138-A Bow streel GeotechNp4 ErMronmental FayeGgnUa; HaM Caroline 2=1 and Construction Engineering Date . 3roject No. - . Telepho O:910.488.162g jun. 4, 2009 09FCS-2463 Fax 910Aa824M Contractor leant H & H Constructors H & H Constructors Weather Ptly Der rernp OF B-00 AM TO: Matlttew Lowe OF PM Present at site H & H Constructors. Inc. Matt Lowe - H & H Constructors Total Time: 8.0 hrs. Mileage: 60 THE FOLLOWING WAS NOTED: Page 1 of 1 Arrived at the Project site, as requested, to evaluate Compacted structural fill material Gdaced within the placated building area. Observations indicate that imported structural fill material was placed within the planned building aretafo raise stie Grades. Three;ft of the compacted structural fill materiailvere placed this date. Each lit: was evaluated by observing placement and compaction operations and by performing field density tests on each compacted lift. A total of six (6) field density tests were performe d including two (2) density tests for each lift. The field tests were peffomed using the drive cylinde r method at approximate locations shown on the attached field sketch. Based on our observatiors and the field density test results; minimum compaction requirements were achieved. We recorimend continue placing the compacted fill material to achieve design grades. ATTACHUENTS: 'Field Density Test Restdts and Fieid.Sketch . 1 COPIES TO: SIGNED: Danny Patten The presence of Pyramid Geosdanees, inc. in the fleld shall not be construed as an acceptance or approval if acMes at the site. Pyramid C,eoscienbes, Inc is in the field to pe4onn specific services and has cartel, responsibilities which ar a limited to tow speofica0y PGI FRT-001 . wthodzed,in our agireerteent with our client In no event shall Pyramid Geosdances. Inc, be responsible for td e safety or the means and (Mar fld) - nietiwdsof other paities in the field. Jun 10 99 02:18p Pyramid Geosciences, Inc. 910.486.9450 p.6 8 LL LL LL~ LL LL LL p ° C ~ pC C T O C N N ,g $ 0 0 0 0. o o t E E Q 7 l•f l0 f`! N Lu 8 8 9 a ~ G ~ $ m m IL E CT c q~q ° m W h N rTl D g `o a 9. 4 Ti ~ m ~ m m m m U~ N ~ d d m j m m O m n C ° p N W W ~ W VJ g at Fp m W Yo ~ 1 ~Qjz.~ Q~Q ~ ~ • ~ y ~ s ~ $ Ol e~ U H N ~ N N ~ fJ' 4 O a tV Y ,,G~ _oo pp tq L W b h_ <O 7 J J J J J .J ~ t0 8 0 .q g 0 0 7 D =ova =-6a~ Z Z3 n n m ai o c tY E to tR r m ° s ` ° CL v i m o w 3 g m rc rt c c F Z` 0 0 o a o o @ g H o o < 7' Y Y C. 7 o m w j .E U O v~ g m v~ lq v? $ $ m o m N tq w si ro $ a W $ m Uj w Q a< a ° m. m m: m 41 m m K D. 0: D' 0 D. w 'z w' K 14 U O _ c ~3 0o m ~ a c ~LL ~c Na G j c 3 d V ~m o 0 0 0 0 0 0 ~ c z w m' U. C m @ W m F o n o .Q N 00 0@ m Z 'a1 c .m T v e ui ui c m O h 2 W c S o g m m m 030 $ .1 E ii ii V n n n n n r. U °J m 0 Z 8 ol n v ~ Z 0 D D 0 p p a t~oi 9 D m m m ; LL h 7 f pU pU OU DU pU pU U. LL O Z u, Co a FZ . N a Jun 10,09 02:18p R%Iramid Geosciences, Inc. 910.488.9450 p.7 Field Sketch Project D GEOSCIENCES, INC. _ pyramid Geow*wMa, W- n 1.76-ABoarSAMM Gealahr~al, Emkarona dad Fayettev®a,'t I 04cas4uaion tiro Project No. 7elep„a~e: sre aes ~ezs _ ' ° 9FC~ 2Y-(e3 Fax;910AB&9M Contractor Client TO: Aj,-"C sj LorhiG wea0ie Tamp a °Fgt PM Prpserd at it NOT TO SCALE L o ~Ll {rcn70h ~hlr0.r%CS: i¢ Yr 50 / s~ . ATTACHIV ENTS: Ll ! 1 COPIES TO: SIGNED: The presenos of Pyramlid Geosdenoes, Inc, In 0 e field shag not be construed as an acceptance or approval of sclivitles at the she. Pyramid Geosr . Inc, is in the field to pertbmr speclflc services and has certatn fesponslbiRtles which a a rhn6ed to those spedficaly PGI FSK-MI authortred in our agn:ement wb our client In no event shag Pyramid Geosdenoes, inc. be responsible for i he eatery or the means and 0* 2006) me0 hods of o0ter parties In the field. Jun,10 09 02:18p Pyramid Geosciences, Inc. 910.488.9450 p.8 Field Report GEOSCIENCES, INC. Project he UWg-af 1-mangtorPlarttahon Pyramid Geosciences, hoc. Sutldivision -at 273 Location 136-A Bow Street Geotachnical, Environmerdai Cameron, Nc rth Carolina FayefOsville, North Carolina 26301 and CunstruUton EcginearMg Data Project No. Telephone; 910.488.1029 Jun. 8, 2009 09FCS-2463 Fart 910.466.9450 Contractor q~'ht H & H Constructors H & H Constructors Weather Temp 81 OF 10:00 Ara TO: Matthew Lime Ptly Cldy OF PM Print at site H & H Constructors, Inc. Matt Lowe - H & H Constructors Total Time: _ _ 8.0 hrs. Mileage: 60 THE FOLLOWING WAS NOTED:. Page 1 of 1 Arrived at the project site as requested to evaluate compacted structural fill material I faced within the planned building area. - - Observations indicate that placement of the compacted structural fill material within then new building area continues this date. The structural fill material was placed and compacted in 8 to 104n. loose lifts as recommended to achieve final design glade The compacted fill material was evaluated by performing a total of four )field density tests using the drive cylinder method at approximate locatiorls shown on the attached field sketch. Based on our observations and the field iensitty test results- minimum compaction requirements were achieved We recommend proc:r:ed with -foundation and slab-on-grade construction ATTACHMENTS: Field Density Test Results and Field Sketch COPIES TO: SIGNED: Danny L. Patten The Presence of Pyramid Geosciences; Inc in the field shat not be construed as an acceptance or approval 3f actlvilles at the site. Pyramid Geosdenoss; Inc: Is in the iZ to Parhirrn.specific services and has certain responsibilities which Si c limped to those specifically PGl F'RT-W1 arahortwd in our agreement with our client. In no event shall Pyramid Gewdences, Inc be responsible for t ie safety or the means and (Mar 04) methods of other parties in the freld. - Jun 10 09 02:19p Pyramid Geosciences, Inc. 910.488.9450 p.9 E y~ n o c~ U. LL U. e E c o 0 o O t E ~ N n o c E E w E o ~ a ~b m M ~ ~ v B f g m ° jg ~ ~ ~ ,c_ `m +4 °c e 7 Y b~o $ S~ C m m m Y E E ° U ~ ~ h N H N c~~ ° a G ~ qq C ymy m U § Si t4 ~i d ~ a o n N vii fmn w a -c a C d m W c l Amy ja~o ^m M oa m O t~ Q W T N NQ N N o~ eV . O LL= OC O .J O 5 OJ t m m r U S J J J E p V Ot Q~ Z~0 <PE ~ ~ ~ c o 0 IL c 0 0 m a m o y m o tf d m `o t Z^ n " _ m t ^ c CL ' g i@p o 2o 60 amm d~ < E F 3Sg a a V v D m g 5 W Ui a io n m i~ di r ci c K ~8 vi r - vi vi ' r cwi a a ❑ _ m m Yo m ~ ¢ ~ .a ~ ~ ~ W o ❑ ❑ ❑ w a mp 0 9Z LL v O 9 00 1?a mo E A o x W n d 0 f~J < U d 7V ~ m O O O O ~ 4 C M f U r v Y et > f9 m K yL~ 8! o - v c CO m V m Gp Z 0 Y N Ot W V J m w CO U r m c c 0 g m 2 ° . m m m V S .Yt W 4 N N N R'i 0 m E t ❑ ❑ ❑ ❑ G ~O a u if ,,°c_ c T m C m m G C e LL LL ❑ 92 0- 0• w O g z N m .f 2 T Jun,10.09 02:19p Pyramid Geosciences, Inc. 910.488.9450 p.10 Field Sketch Project D GEOSCIENCES, INC. -Re, Geaerdenies, Inc. . Lodation l36 A 13ctir Sl eet Gectedurical, E Aronme ftl FayaVevllls, NC 2nM and ConstruWon Engineering De" Project No. Telephone: 9164811.11in _ f¢ ..129 X 2 3 Fate 910 486.9460 Contra r Client TO: / y1 G4 uJ Le L4 G weathr Temp OFieroo AM F PM pr9sent at 8M l- :NOT TO SCALE L o ~rc T0h ~hIrwr\ Cc FT . Gc Yr h~ 4U-Vf G> ATTACHMENTS: ~,LI y COPIES TO: SIGNED: C-1 G The Presence of PyramO Geoscences, inc. in the geld shall not be consmM as an acceptance or approval if activities at the ske. Pyramid Geosciences, Inc., is in the fiek to perform specific services and has certain responsibilities whIch a e limited to those spedifically PGI FSK-001 autlwdzed in cur agreement wkh our dier2 In no. event shall Pyramid Geosciences, Inc. be responsible fort is safety of the means and (May 2006) 'methods of other parties in the field. omlegirIUS XVA PREPARED 6/23/09, 13:58:32 INSPECTION TICKET PAGE 17 Harnett County INSPECTOR: IVR DATE 6/24/09 ADDRESS . : 190 TRENTON PL SUBDIV: THE GATE @ LEXINGTON 159LOTS CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864 OWNER H & H CONSTRUCTORS INC PHONE (910) 486-4864 PARCEL 09-9565-07- -0282- -97- APPL NUMBER: 09-50022103 CP NEW RESIDENTIAL (SFD) DIRECTIONS : FOREST OAKS LOT 138 HWY 27 TO NURSERY RD TO LEMUEL BLACK RD LEFT ON VALLEY OAK DRIVE INTO FOREST OAKS S/D JB STRUCTURE: 000 000 54X47 5BDR SLAB W/ GARAGE & PATIO FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . 5.00 PROPOSED USE . . . . . . . SFD SEPTIC - EXISTING? . . . . SEWER WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS 8101 01 5/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001772342 5/27/09 CA B101 02 6/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001779537 6/10/09 AP 8204 01 6/15/09 JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001782382 6/15/09 AP 8103 01 6/18/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001783331 6/16/09 AP A814 01 6/18/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001783323 6/18/09 AP 190 trenton pl lot 273 (Lexington) cameron 28326 P309 01 6/24/09 TI R*PLUMB UNDER SLAB VRU 001785294 l ~ b -T COMMENTS AND NOTES PREPARED 6/25/09, 13:58:20 INSPECTION TICKET PAGE 32 Harnett County INSPECTOR: IVR DATE 6/26/09 ADDRESS . : 190 TRENTON PL SUBDIV: THE GATE Q LEXINGTON 159LOTS CONTRACTOR H& H CONSTRUCTORS INC PHONE (910) 4B6-4864 OWNER H & H CONSTRUCTORS INC PHONE (910) 486-4664 PARCEL 09-9565-07- -0282- -97- APPL NUMBER: 09-50022103 CP NEW RESIDENTIAL (SFD) DIRECTIONS : FOREST OAKS LOT 138 HWY 27 TO NURSERY RD TO LEMUEL BLACK RD LEFT ON VALLEY OAK DRIVE INTO FOREST OAKS S/D JB STRUCTURE: 000 000 54X47-SBDR SLAB W/ GARAGE fi PATIO FLOOD ZONE FLOOD_ ZONE X # BEDROOMS . . . . . . . 5.00 PROPOSED USE . . . . . . . SFD SEPTIC - EXISTING? -SEWER WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSF,00 CP * SFD . REQUESTED INSP DESCRIPTION TYP/SQ - COMPLETED RESULT RESULTS/COMMENTS - - - - B101 01 5/27/09 DT J[ R*BLDG FOOTING / TEMP SVC POLE VRU 001772342 5/27/09 CA, ' B101 02 6/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001779537 6/10/09 AP B104 01 6/15/09. JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001782382 6/15/09 AP 13103 01 6118109 DT R*BLDG FOUND & TEMP SVC.POLE VRU 001783331 6/18/09 AP A814 01 6/18/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001783323 6/18/09 AP 190 trenton pl lot 273 (Lexington) cameron 28326 P309 01 6/24/09 DT R*PLUMB UNDER SLAB VRU 001785294 ,6/24/09 AP Bill 01 /26/0 R*BLDG SLAB INSP VRU 001786972 -------------------------p----~----- - COMMENTS AND NOTES PREPARED 7/16/09, 13:58:04 INSPECTION TICKET PAGE 27 Harnett County INSPECTOR: IVR DATE 7/17/09 ADDRESS 190 TRENTON PL SUBDIV: THE GATE @ LEXINGTON 159LOTS CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864 OWNER H & H CONSTRUCTORS INC PHONE (910) 486-4864 PARCEL 09-9565-07- -0282- -97- APPL NUMBER: 09-50022103 CP NEW RESIDENTIAL (SFD) DIRECTIONS : FOREST OAKS LOT 138 HWY 27 TO NURSERY RD TO LEMUEL BLACK RD LEFT ON VALLEY OAK DRIVE INTO FOREST OAKS S/D JB STRUCTURE: 000 000 54X47 SBDR SLAB W/ GARAGE & PATIO FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 5.00 PROPOSED USE . . . . . . . SFD SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B101 01 5/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001772342 5/27/09 CA 13101 02 6/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001779537 6/10/09 AP B104 01 6/15/09 JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001782382 6/15/09 AP B103 01 6/18/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001783331 6/18/09 AP A814 01 6/18/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001783323 6/18/09 AP 190 trenton pl lot 273 (Lexington) cameron 28326 P309 01 6/24/09 DT R*PLUMB UNDER SLAB VRU 001785294 6/24/09 AP Bill 01 6/26/09 DT R*BLDG SLAB INSP VRU 001786972 6/26/09 AP R427 01 7/17/09 I_ _ FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001796077 T/S: 07/16/2009 01:14 PM RDCONTE COMMENTS AND NOTES PREPARED 7/21/09, 8:03:18 INSPECTION TICKET PAGE 1 Harnett County INSPECTOR: IVR DATE 7/21/09 ADDRESS . : 190 TRENTON PL SUBDIV: THE GATE @ LEXINGTON 159LOTS CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864 OWNER H & H CONSTRUCTORS INC PHONE (910) 486-4864 PARCEL 09-9565-07- -0282- -97- APPL NUMBER: 09-50022103 CP NEW RESIDENTIAL (SFD) DIRECTIONS : FOREST OAKS LOT 138 HWY 27 TO NURSERY RD TO LEMUEL BLACK RD LEFT ON VALLEY OAK DRIVE INTO FOREST OAKS S/D JB STRUCTURE: 000 000 54X47 SBDR SLAB W/ GARAGE & PATIO FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 5.00 PROPOSED USE . . . . . . . SFD SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS - - - - - - B10101 5/27/09 IT R*BLDG FOOTING / TEMP SVC POLE VRU 001772342 5/27/09 CA B101 02 6/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001779537 6/10/09 AP B104 01 6/15/09 JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001782382 6/15/09 AP B103 01 6/18/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001783331 6/18/09 AP A814 01 6/18/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001783323 6/18/09 AP 190 trenton pl lot 273 (Lexington) cameron 28326 P309 01 6/24/09 DT R*PLUMB UNDER SLAB VRU 001785294 6/24/09 AP Bill 01 6/26/09 DT R*BLDG SLAB INSP VRU 001786972 6/26/09 AP R427 01 7/17/09 FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001796077 7/17/09 DA T/S: 07/16/2009 01:14 PM RDCONTE 1. Fire block hole at top plate next to dryer exhaust. T/S: 07/17/2009 12:39 PM DETAYLOR I129 01 7/21/09 TI R*INSULATION INSPECTION VRU 001797554 R431 01 7/21/09 TI FOUR TRADE FINAL >2500 VRU 001797539 7/21/09 CA T/S: 07/21/2009 08:02 AM NTART R427 02 7/21/09 TI FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001797869 J.Af J)T- T/S: 07/21/2009 08:03 AM NTART - - COMMENTS AND NOTES - - PREWED& 8/26/09, 13:58:58 INSPECTION TICKET PAGE 14 Harnett County INSPECTOR: IVR DATE 8/27/09 - - - ADDRESS . : 190 TRENTON PL SUBDIV: THE GATE Q LEXINGTON 159LOTS CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864 OWNER H & H CONSTRUCTORS INC PHONE (910) 486-4864 PARCEL 09-9565-07- -0282- -97- APPL NUMBER: 09-50022103 CP NEW RESIDENTIAL (SFD) DIRECTIONS : FOREST OAKS LOT 138 HWY 27 TO NURSERY RD TO LEMUEL BLACK RD LEFT ON VALLEY OAK DRIVE INTO FOREST OAKS S/D JB STRUCTURE: 000 000 54X47 5BDR SLAB W/ GARAGE & PATIO FLOOD ZONE . . . . : FLOOD ZONE X # BEDROOMS . . . . . . . . . 5.00 PROPOSED USE . . . . . . . SFD SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS B101 01 5/27/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001772342 5/27/09 CA B101 02 6/10/09 DT R*BLDG FOOTING / TEMP SVC POLE VRU 001779537 6/10/09 AP B104 01 6/15/09 JB R*BLDG FOUNDATION SURVEY TIME: 17:00 VRU 001782382 6/15/09 AP 8103 01 6/18/09 DT R*BLDG FOUND & TEMP SVC POLE VRU 001783331 6/18/09 AP A814 01 6/18/09 TW ADDRESS CONFIRMATION TIME: 17:00 VRU 001783323 6/18/09 AP 190 trenton pl lot 273 (Lexington) cameron 28326 P309 01 6/24/09 DT R*PLUMB UNDER SLAB VRU 001785294 6/24/09 AP Bill 01 6/26/09 DT R*BLDG SLAB INSP VRU 001786972 6/26/09 AP R427 01 7/17/09 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001796077 7/17/09 DA T/S: 07/16/2009 01:14 PM RDCONTE i-------- 1. Fire block hole at top plate next to dryer exhaust. T/S: 07/17/2009 12:39 PM DETAYLOR I129 01 7/21/09 DT R*INSULATION INSPECTION VRU 001797554 7/21/09 AP R431 01 7/21/09 TI FOUR TRADE FINAL >2500 VRU 001797539 7/21/09 CA T/S: 07/21/2009 08:02 AM NTART R427 02 7/21/09 DT FOUR TRADE ROUGH IN >2500 TIME: 17:00 VRU 001797869 7/21/09 AP T/S: 07/21/2009 08:03 AM NTART R431 02 27/09 TTII FOUR TRADE FINAL >2500 VRU 001813567 COMMENTS AND NOTES - T inv..:.w y . i•a, 2r . .Y, w. 4'r M..y ~8 c.a r rc , r § 4 to COUNTY OF HARNETT DEPARTMENT OF BUILDING INSPECTION i AND PLANNING/DEVELOPMENT CERTIFICATE OF OCCUPANCY This certificate issued pursuant to the requirements of Section 105 of the North Carolina State Building Code and the Harnett County Zoning Ordinance certifies at the time of issuance this structure was in compliance with the various ordinances of the County of Harnett regulating development and building § construction or use. For the following: p ,n1~ Use Classification: 6GS e a Conditional Use Permit No.: ld,l Type of Construction: Building Permit No.:~§) `1 tt Owner of Building: 3~ Lon <-t f-ucTfl! S Electrical Permit No.: v Building Address: ~C1 n r e n~ n p 1 Insulation Permit No. ((NWr~`a Zoning District: Plumbing Permit No.: Zoning Permit No.: Mech. Permit No.: -Date _C,_ Envir. C.O. No.: frr Buildi icial Zoning Official `w s . 'v , r4y~ r uy~~,, µyy ~u~""t ~ ryy ~~,d, t ,