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INSPECTIONS ,PREPARED 7/23/10, 14:14:51 INSPECTION TICKET PAGE 42 Harnett County INSPECTOR: IVR DATE 7/26/10 * ADDRESS . : 115 CASTLEROCK DR SUBDIV: THE SUMMIT SEC3 50 LOTS CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696 OWNER . . : DIVERSIFIED HOLDINGS LLC PHONE : PARCEL . . : 03- 9587 -13- -0020- -33- APPL NUMBER: 10- 50024727 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/29/2010 03:42 PM RDCONTE - -- TAKE 27 TO ALPINE DR, T /R. T/R ON TIMBERLINE DR. T/R ON. CASTLEROCK DR. S/D ON THE RT. LOT 113 * * *PWR CO: WAITING ON CUS * ** STRUCTURE: 000 000 60X50 CRAWL 3BD /2BA W /GAR,DECK & FIN EN FLOOD ZONE - FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING' • SEPTIC WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 7/26/10 TI R *BLDG FOOTING / TEMP SVC POLE VRU #: 001958867 COMMENTS AND NOTES q Sol ( CO we -1-0.9r Mkt�..r , Cel is z hemming avio a Material g Cid Qawly Coca Dagiffiaar9®g Selma; IP.C. November23, 2009 Odell Smith & Sons 400 Odell Road Spring Lake, North Carolina 28390 Attention: Mr. Ken Smith RE: Progress Report No. I Period 11/5/09 through 11/12/09 The Summit Section EI Fayetteville, North Carolina KAM Project No. 09-062 Gentlemen: During this time period, representatives of KAM Engineering Services, P.C. were present at the site to perform construction materials testing services. The following daily observations were made. November 5, 2009 On this date, our representative was present to perform in place drnsity testing for the preparation of the building pad for this project. Our testing was performed in accordance with ASTM D 1556, using data from our field ono -point proctors to Idend * the materials. Six (6) density tests were performed on this date. The results of our testing indicate that the soils at —I' elevation have not been compacted to at least 95 percent of the Standard (ASTM D 698) Proctor maximum dry density. Retesting will be required at each location. Please refer to the attached Repent of Field Density Tests for this date for locations and detailed results of our testing. Soil Event Test 1 Additionally, our representative was present at the site to obtain a representative sample of the soils which have been used to achieve the planned finished contours at this site. The sample were transported to our laboratory and tested in accordance with ASTM D 698 (Laboratory Compaction Characteristics of Soil Using Standard Effort), ASTM 1) 422 with ASTM D 1140, (Particle Site Analysis of Soils with Amount of Materials in Solis Finer then the No. 200 Suva), ASTM D 4318, (Liquid Limit, Plastic Limit, and Plasticity Index of Soils), and ASTM 1) 2487, (Classification of Soils for Engineering Purposes). We have included a oopy of our laboratory reports for each sample with this letter. Soil Sample 09 -712 November 17, 2009 On this date, our representative was present to perform in place density testing for the preparation of the building pads for this project. Our testing was performed In accordance with ASTM D 1556, using data from our field one-point proctors to identify the materials. Twelve (12) density tests were performed on this date including six retests of Soil Event 1. The results of our testing indicate that the soils at —1' and at final subgrade elevations have compacted to at least 95 percent of the Standard (ASTM D 698) Proctor maximum dry density. Please refer to the attached Report of Field Density Tests for this date for locations and detailed results of our testing. Soil Event Test 1 610 Spring Drench Rd Dunn, North Carolina 28334 Phone(910) 292-2055 Fnx (910) 292 -2087 un nakKAM- EnaNaaring.0o1a E 'd 06ES'°N WV9E :11 6001 '3a0 tgsaltetsa se:v A ssa,PC. Closing If you have any questions conceiving this report, please do not hesitate to contact us. RespecthUlly submitted, KAM Engineering Services, P.C. Kurt A. Miller, P.E. Senior Geotechnical Engineer Enclosures Soil Test Event 1 and Event 2 Soil Semple 09 -712 The &Lamm Section 111 2 KAM ho.09-042 0 'de!!Smith and Sons. t ' d 06ES ' Vv66: l l 6001 11 '�a0 • WI 0 {�y ^] I 10 R +�, ,,, 4v���� _ Ji a .1'.'.1L � s 'J (t� �1 � 4 V -a k h i . l' . .. 1 ' ° : ,) t � '0 FE • r r , � , l l t i I ' ) >� 1 �pn y' p �' �'Stt f £ . a' f 1 0 r J �, Y I i 1 W 1; 44': �" 'i er f 1 � ''.:',.?:!.U.:.!:., `: 13 i 1 I r Z J � r` I l<e r p l , 1 r -:,..0 I t 1 },,n. • 1�J1 I „ 11 It t I t: fSJ QQc+, o 1 ai M 1'i II � ; 1 v• t t kw lr; I 1 it L l C t 1 l „ . Vl � t7 k +1 l r " 5�yi• J J' ] 1 . q �r - N IN 4 f J �n p- U X r (l ) . 3 o y F g O (Y �{ ,� fi e { { t 1�1 Vi V�n. ppff '::_ I : t. 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( } , O i:...- \ . |. t , . \ • . . % t t 1 k \ $ °14 2 § !!f¥ .: | & ƒ 1 f ■| § ' | | \ \ /1 ) ` ~ C m ■ i i 11 .. § � ! . ■ ■ ■ ■ ■ ■ ] ` - | | | f, | k : . « ; $ } ') 1 ' 2/ . | . g � » < $' / ; _ 0' , . III . 1 | \ \ \ \ |! : _ : 2 ; S , . ' 2 _ § y \ $ I a = . . ;Ts � || IM ). ) - \ 7 \ 2 a : !l ..4 in - el % H i a , 181 ! / 1 1g L \ / \ M« - • . - y $ i{ L 'd 06ES °N wv6E IL 6002 'l[ '°G0 140 \ Moisture - Density Relationship DATE: 11 /10/2009 PROJECT NO.: 09-062 130 - PROJECT: The Summit, Section III • 120 100% SATURATION CURVES FOR SPEC. GRAV. EQUAL TO: a 7 2.7 110 - _ - 2.6 ,00 w , Ns. 90- 80 70 0 6 10 16 20 28 30 35 40 Water content, % No. LOCATION AND DESCRIPTION TEST SPECIFICATION • 09.712 Location: Building Pad ASTM D 698.00* Method A Standard Tan Suzy sand No, USCS LL PI NAT. MOIST. OVERSIZE %c No.20D MAX. DRY DEN. OPT. MOIST. • 09.712 SM NV NP 5.0 12.9% 116,2pcf 9.3% Figure KAM Engineering Services, P.C. 9 'd 06ES '9! WV6E:1 l 600/ 11 '3a0 Particle SIZE, Distribution Report 0 4A 40 0 100 R h X X� 00 e0 70 la la 80 w U 40 30 20 to 0 100 70 1 0.1 0.0t 0.001 GRAIN SIZE - mm: %Gavel %Sand %73" Cane Fine Conn* . : Medium F01s am %PtAd C 0.0 0.0 0.0 , 0.1 29,2 57.8 12.9 SIEVE PERCENT SPEC.' P18g9 Material DosmieSou 812E FINER P&ICENT ()IXNO) Tan Silty grad 84 100.6 810 99.9 816 99.2 PL= NP LL= Ma STM D N1 NP 840 70.7 8100 23.3 CleoolfwtipS11 TO= 8200 12.9 USCSe SM AA Ceeffe mt DBp= 0.6089 D60e 0.3409 D5(y- 0.2800 D3g- 0,1821 Dig= 0.0955 010= Cu C Date Tested: 11.6.09 Tested By: R. Heath Hers (no specillation molded) dtd) Sample No.: 09-712 Source of Semple: Date Sampled: 11-5-09 Location: Building Pad Etev.IDepth: Checked Sy: K. Met Tltie: Ennineor KAM Engineering Services, P.C. Client: Udell Smith and Son Prole,* The Summit. Section 111 Fayetteville, NC Pro*ectNo: 09 -062 FlaurQ 09 -712 6 'd 06ES' 106E :11 6006 11 'n0 i $ g F' Y `pppppp`lml, k w TI U , 4 I t � ! 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IA al o I: 13i is la 6 1 1 €4 i 2121 IL •d 06ES '41 JVO[ I 600Z 11 ."(1 0 i n ` o Z^t a i. F i CI 4 1 HI 1ilN i i . imi ;)p..iE2E pi o . m m m m 0 a I 8 aggaol el 0 sal Aga $X - 1 cc,¢'f¢ r n n n yt 0' P P • °. P gl V b lee eeri 3 . al P O P Q O P O, pppp m O. n m 1{ N i 1. kig Ail r oval-, . r r z 11 4 ii L bl 'd 06ES'oN 0a WtlOb : l l 6002 'l l '090 PREPARED 7/28/10, 13:58:02 INSPECTION TICKET PAGE 42 Harnett County INSPECTOR: IVR DATE 7/29/10 ADDRESS . : 115 CASTLEROCK DR SUBDIV: THE SUMMIT SEC3 50 LOTS CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696 OWNER . . : DIVERSIFIED HOLDINGS LLC PHONE : PARCEL . . : 03- 9587 -13- -0020- -33- APPL NUMBER: 10- 50024727 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/29/2010 03:42 PM RDCONTE - -- TAKE 27 TO ALPINE DR, T /R. T/R ON TIMBERLINE DR. T/R ON CASTLEROCK DR. S/D ON THE RT. LOT 113 * * *PWR CO: WAITING ON CUS * ** STRUCTURE: 000 000 60X50 CRAWL 3BD /2BA W /GAR,DECX & FIN BN FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING' • SEPTIC WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 7/26/10 MR R *BLDG FOOTING / TEMP SVC POLE VRU #: 001958867 7/26/10 AP T /S: 07/26/2010 01:00 PM MREARIC B103 01 7/29/10 TI R *BLDG FOUND & TEMP SVC POLE VRU #: 001960830 7.29 - .4PM,1C COMMENTS AND NOTES P ED un 7 /29/10, 14:32:04 INSPECTION TICKET PAGE 1 a rnett Coty INSPECTOR: IVR DATE 7/30/10 ADDRESS . :0115 CASTLEROCK„DR SUBDIV: THE SUMMIT SEC3 50 LOTS CONTRACTOR -: DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696 OWNER . . : DIVERSIFIED HOLDINGS LLC PHONE : PARCEL . . : 03- 9587 -13- -0020- -33- APPL NUMBER: 10- 50024727 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/29/2010 03:42 PM RDCONTE - -- TAKE 27 TO ALPINE DR, T /R. T/R ON TIMBERLINE DR. T/R ON CASTLEROCK DR. S/D ON THE RT. LOT 113 * * *PWR CO: WAITING ON CUS * ** STRUCTURE: 000 000 60X50 CRAWL 3BD /2BA W /GAR,DECK & FIN RN FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING' - SEPTIC WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP • S FD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 7/26/10 MR R *BLDG FOOTING / TEMP SVC POLE VRU #: 001958867 7/26/10 AP T /S: 07/26/2010 01:00 PM MREARIC B103 01 7/29/10 MR R *BLDG FOUND & TEMP SVC POLE VRU #: 001960830 7/29/10 AP T /S: 07/29/2010 01:31 PM MREARIC A814 01 7/30/10 TI ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001961754 T /S: 07/29/2010 02:31 PM RDCONTE B105 01 7/30/10 TI R *OPEN FLOOR TIME: 17:00 VRU #: 001961747 7 •/n " jgL T /S: 07/29/2010 02:29 PM RDCONTE COMMENTS AND NOTES PREPARED 8/12/10, 14:02:38 INSPECTION TICKET PAGE 23 Harnett County INSPECTOR: IVR DATE 8/13/10 ADDRESS : 115 CASTLEROCK DR SUBDIV: THE SUMMIT SEC3 50 LOTS CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696 OWNER . . : DIVERSIFIED HOLDINGS LLC PHONE : PARCEL . . : 03- 9587 -13- -0020- -33- APPL NUMBER: 10- 50024727 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/29/2010 03:42 PM RDCONTE - -- TAKE 27 TO ALPINE DR, T /R. T/R ON TIMBERLINE DR. T/R ON CASTLEROCK DR. S/D ON THE RT. LOT 113 * * *PWR CO: WAITING ON CUS * ** STRUCTURE: 000 000 60X50 CRAWL 3BD /2BA W /GAR,DECK & FIN BR FLOOD ZONE FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE • SFD SEPTIC - EXISTING? • SEPTIC WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 7/26/10 MR R *BLDG FOOTING / TEMP SVC POLE VRU #: 001958867 7/26/10 AP T /S: 07/26/2010 01:00 PM MREARIC B103 01 7/29/10 MR R *BLDG FOUND & TEMP SVC POLE VRU #: 001960830 7/29/10 AP T /S: 07/29/2010 01:31 PM MREARIC A814 01 7/30/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001961754 7/29/10 AP T /S: 07/29/2010 02:31 PM RDCONTE T /S: 07/29/2010 05:10 PM TWARD 115 castlerock dr lot 113 • • sanford 27332 T /S: 07/29/2010 05:10 PM TWARD B105 01 7/30/10 MR R *OPEN FLOOR TIME: 17:00 VRU #: 001961747 7/30/10 AP T /S: 07/29/2010 02:29 PM RDCONTE T /S: 07/30/2010 12:03 PM MREARIC R427 01 /13/10 T� FOUR TRADE ROUGH IN >2500 VRU #: 001968775 1-3, ID K s COMMENTS AND NOTES PREPARED 8/16/10, 14:03:22 INSPECTION TICKET PAGE 34 Harnett County INSPECTOR: IVR DATE 8/17/10 ADDRESS . : 115 CASTLEROCK DR SUBDIV: THE SUMMIT SEC3 50 LOTS CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696 OWNER . . : DIVERSIFIED HOLDINGS LLC PHONE : PARCEL . : 03- 9587 -13- -0020- -33- APPL NUMBER: 10- 50024727 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/29/2010 03:42 PM RDCONTE - -- TAKE 27 TO ALPINE DR, T /R. T/R ON TIMBERLINE DR. T/R ON CASTLEROCK DR. S/D ON THE RT. LOT 113 * * *PWR CO: WAITING ON CUS * ** STRUCTURE: 000 000 601M CRAWL 3BD /2BA W /GAR,DECK & FIN BN FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE SFD SEPTIC - EXISTING' SEPTIC WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP • SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 7/26/10 MR R *BLDG FOOTING / TEMP SVC POLE VRU #: 001958867 7/26/10 AP T /S: 07/26/2010 01:00 PM MREARIC B103 01 7/29/10 MR R *BLDG FOUND & TEMP SVC POLE VRU #: 001960830 7/29/10 AP T /S: 07/29/2010 01:31 PM MREARIC A814 01 7/30/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001961754 7/29/10 AP T /S: 07/29/2010 02:31 PM RDCONTE T /S: 07/29/2010 05:10 PM TWARD 115 castlerock dr lot 113 sanford 27332 T /S: 07/29/2010 05:10 PM TWARD 8105 01 7/30/10 MR R *OPEN FLOOR TIME: 17:00 VRU #: 001961747 7/30/10 AP T /S: 07/29/2010 02:29 PM RDCONTE T /S: 07/30/2010 12:03 PM MREARIC R427 01 8/13/10 KS FOUR TRADE ROUGH IN >2500 VRU #: 001968775 8/13/10 AP 1129 01 8/16/10 MR R *INSULATION INSPECTION VRU #: 001969658 8/16/10 CA T /S: 08/16/2010 11:02 AM MREARIC I129 02 8/17/10 TI R *INSULATION INSPECTION VRU #: 001970417 c4 — f7 - AE +C COMMENTS AND NOTES (Pe 0Vle_ l CO ° VC'r• hnti ?Trice?. rnmemnr.L 7 /uy /iu 14:V.7:4b 1NSYtU TICKET PAGE 20 Harnjett_,iounty INSPECTOR: IVR DATE 9/10/10 ADDRESS . : 115 CASTLEROCK DR SUBDIV: THE SUMMIT SEC3 50 LOTS CONTRACTOR : DUSTIN BLACKWELL, INC PHONE : (919) 606 -4696 OWNER . : DIVERSIFIED HOLDINGS LLC PHONE : PARCEL . . : 03- 9587 -13- -0020- -33- APPL NUMBER: 10- 50024727 CP NEW RESIDENTIAL (SFD) DIRECTIONS : T /S: 06/29/2010 03:42 PM RDCONTE - -.- TAKE 27 TO ALPINE DR, T /R. T/R ON TIMBERLINE DR. T/R ON CASTLEROCK DR. S/D ON THE RT. LOT 113 el.. * * *PWR CO: WAITING ON CUS * ** • STRUCTURE: 000 000 60X50 CRAWL 3BD /2BA W /GAR,DECX & FIN BN FLOOD ZONE • FLOOD ZONE X # BEDROOMS 3.00 PROPOSED USE - • SFD SEPTIC - EXISTING' • SEPTIC WATER SUPPLY • COUNTY PERMIT: CPSF 00 CP * SFD REQUESTED INSP DESCRIPTION TYP /SQ COMPLETED RESULT RESULTS /COMMENTS B101 01 7/26/10 MR R *BLDG FOOTING / TEMP SVC POLE VRU #: 001958867 7/26/10 AP T /S: 07/26/2010 01:00 PM MREARIC 3103 01 7/29/10 MR R *BLDG FOUND & TEMP SVC POLE VRU #: 001960830 7/29/10 AP T /S: 07/29/2010 01:31 PM MREARIC A814 01 7/30/10 TW ADDRESS CONFIRMATION TIME: 17:00 VRU #: 001961754 7/29/10 AP T /S: 07/29/2010 02:31 PM RDCONTE T /S: 07/29/2010 05:10 PM TWARD Vf115 castlerock dr lot 113 sanford 27332 T /S: 07/29/2010 05:10 PM TWARD B105 01 7/30/10 MR R *OPEN FLOOR TIME: 17:00 VRU #: 001961747 7/30/10 AP T /S: 07/29/2010 02:29 PM RDCONTE T /S: 07/30/2010 12:03 PM MREARIC R427 01 8/13/10 KS FOUR TRADE ROUGH IN >2500 VRU #: 001968775 8/13/10 AP / - 1129 01 8/16/10 MR R *INSULATION INSPECTION VRU #: 001969658 8/16/10 CA T /S: 08/16/2010 11:02 AM MREARIC I129 02 8/17/10 MR R *INSULATION INSPECTION VRU #: 001970417 8/17/10 AE T /S: 08/17/2010 02:02 PM MREARIC provide access to area over dining room H824 01 9/02/10 OT vENVIR. OPERATIONS PERMIT TIME: 17:00 VRU #: 001978816 9/02/10 AP T /S: 09/03/2010 10:22 AM SZIMMER T /S: 09/03/2010 10:23 AM SZIMMER R431 01 9/10/10 TI FOUR TRADE FINAL >2500 VRU #: 001981026 T -10- in AP—P P COMMENTS AND NOTES Sucr.E (U 20 01e7u gam CDC"' / <,GS r elucvez?) ✓✓&C US'e c L, .G'F e.UCroac_b eu " -4 rr,i.",i 1 -7 2 C, . '" 7:. • "?..''.7 l r''' . ' . . . , . . t • • t , t . a A 4 4 4 A ii4141 Iitilf■gilbh#014041 County of Harnett. • , .. ,... . ,. • ...Bui.ding,,„,pection, Department , ,--,,, • ( Certificate acCOmpliance: Occupancy v . . Certificate issued pursuant to the requirements of North Carolina General Statute 153A-363 and Harnett -.. County Zoning Ordinances. This certifies at the time of issuance, his structure was in compliance with the various ordinances of the County of Harnett and the North Carolina State Building Codes. For the following: Use Classification: 0- ...; Permit Numbers • Pil Name: niver so -red Paldtil V 1.15. Building: / 0 -con 2 4727 4 , p , Electrical: t i i• • Address: 1 ( 5 C 0 •the t-nc 1-- [The. Insulation: 11 / Plumbing: t Mechanical: MFG Home: / Date: q . 0 _ / 0 Building Official: cy 2,,g i i pn„, , , fr. _ A.., T ' AZ rAWAT 9 TAW N :71:1/24414 :1 11: M . in) * W +' fie 4 ' (Nt" fr fit) 4 ' • 'W • 'ft' • i 1 ' . I 1 .. 4 t.: , tiV; :‘ l'i,: