INSPECTIONS
PREPARLD 4/16/09, 13:58:56.'. INSPECTION TICKET PAGE 37
Harnett County INSPECTOR: IVR DATE 4/17/09
ADDRESS'.'. 17f ORCHARD FALLS DR '`.SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR~:.H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNERH & H CONTRUCTORS INC PHONE (910) 486-4864
,PARCEL 01-0535-17- -0100- -18-
APPL NUMBER: 09-50021678 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 27 TO NURSERY RD TURN LEFT FOLLOW
RO RAY RD TURN LEFT FOLLOW TO ANDERSON
CREEK CLUB DR LOT ON CORNER OF ORCHARD
FALLS AND WEEPING PINE LOT 630 JB
STRUCTURE: 000 000 5BX48 4BDR SLAB W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 4/15/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001755271
4/15/09 CA per John
B101 02 4/17/09 TI R*BLDG FOOTING / TEMP SVC POLE VRU 001756881
L( _
- COMMENTS AND NOTES
f
flpr 0'B 09 04:11p Pyramid Geosciences, Inc. 910.488.9450 p.1
r !DGECOSCIENCES,'NC. Geotechnical, E rvlronmental
and Constructior Engineering
FACSIMILE COVER SHEET
DATE April 6, 2009 3 # PAGES INCLUDING THlS PAGE
FROM Larry R. Meacchum, P.E. I
TO Matt Lowe _ I SUBJECT
FIRM H & H Constructors, Inc.
2919 Breezewood Avenue
ADDRESS Suite 400 Site Observations and Recommendati ins
Fayetteville, NC 28303 Anderson Creek Club Development, L A 620
Spring Lake, NC
PH # 910.486.4864 Project No. 09FCS-2458
FAX # 910.485.0463
MESSAGE
Matt,
Please call me if you need additional inforrnation or if you have any questions.
Cc: Via facsimile only
910.893.6833
Project Site Office
AS YOU REQUESTED NO HARDCOPY BEING SEENT
X FOR YOUR INFORMATION X HARDCOPY SENT VIA W JL
FOR YOUR
REVIEW/APPROVAL HARDCOPY SENT OVERT LIGHT
NO ACTION NECESSARY
PLEASE RESPOND AS NOTED
FACSIMILE OPERATOR F LEASE
PLEASE SIGN AND RETURN CALL TO CONFIRM RECEIPT
P.O. Box 9367. Fayetteville, North Carolina 28311
Telephone 910.488.1629
FAX 910.488.9450
Apr 06 09 04:11p Pyramid Geosciences, Inc. 910.488.9450 p.2
D GEOSCIENCES, INC. Geotechnical, Environmental
and Constructic n Engineering
Via facsimile and mail
910.485.0463
H & H Constructors, Inc. A )ril 6, 2009
2919 Breezewood Avenue, Suite 400
Fayetteville, North Carolina 28303
Attention: Matt Lowe
Reference: Site Observations and Recommendations
Anderson Creek Club Development, Lot 620
Spring Lake, North Carolina
Project No. 09FCS-2458
Document No. 09F-2053
Dear Mr. Lowe:
As requested, an engineering representative of Pyramid Geosciences, Inc. visitec the above
referenced site on April 1, 2009 to evaluate existing sub-grade soils within the planned
residential building area.
It is understood that a new single-family home is planned for construction on Lot 620. During
site clearing and grading operations in March 2009, soft wet soils were encountered within the
planned building areas. Approximately 3.0 in. to 18.0 in. of the soft wet and organic -laden soils
were removed from the site as recommended.
It is further understood that while removing the unsuitable surface soils, a portion of the site was
over-excavated to a depth of approximately 2:0 ft. in order to remove deeper deposil s of the wet
and organic-laden soils. At the time of our site visit, the excavation was filled with water and
other areas of the site were also observed where water was perched on the ground :surface. The
ground surface generally slopes downward to the south toward Weeping Pine Cout, the street
which borders the site to the south. Water runoff appears to drain across the site, tuoiigh near
surface soils and underground streams that transect the property.
In order to provide a suitable sub-grade for the new building and foundations, we recommend
redirecting the near-surface flow of runoff water around the planned building area pri or to raising
site grades and foundation construction. The runoff water may be channeled and 'or piped to
other drains or drainage ditches that extend along the edge of the property. We recommend
P.O. Box 9367, Faycaoville, North Carolina 28311
Telephone 910.488.1629
FAX 910.488.9450
Apr 06 09 04:11p Pyramid Geosciences, Inc. 910.488.9450 p.3
Site Observations and Recommendations Pyramid Get sciences, Inc.
H 8t H Constructors, Inc. Project No. 09F6S-2458
Anderson (reek Club Development, Lot 620 Document No. 09F-2053
Spring Lake, Nortb Carolina April 6, 2009
Page 2
placing interceptor drains along the higher elevations along the north side and east s de property
boundaries. The drains may consist of perforated pipe embedded in washed No. 5 7 or No. 67
stone bedding material. The bottom of the drain should be placed approximately 18 0 in to 24.0
in. below the existing ground surface. Final site grades should be graded so as to d rect surface
water runoff toward drainage swales, ditches and/or catch basins, if needed.
Following construction of the perimeter drainage elements, site grades should be -wised using
suitable imported compacted structural fill material. We recommend using fill material
consisting of relatively clean sand with less than 8 % fines (material passing the No 200 sieve).
All soft wet soils should be removed prior to placement of the structural fill m iterial. We
recommend placing the fill material in 8.0 in. to 10.0 in. loose measure lifts w th each lift
compacted to achieve a minimum of 95% of the maximum dry density as detertr fined by the
standard proctor analysis.
We trust the foregoing will be sufficient for your immediate needs. Pyramid Geos.;iences, Inc.
appreciates the opportunity to provide services for this project and if we can be of additional
service to you, please do not hesitate to cont~a~ctt us.
Sincerely,
PYRAMID GEOSCIENCES, IN 0
Z SEAL
25
-
Larry R. Meachum, P.E. 291
Chief Engineer :~~~}•F~'
NC PE Registration No. 029125
Cc: Via facsimile
910.893.6833
Project Site Office
pr 1?p r. 16. 20091, 3:24PMyraHH HOME Sasciences, Inc. 510.488.8450 No, 7111 FP. 1
P O GEOSCIENC'iE$, INC. 0eotschnical. Em uoemeawl
aed cwmwoeae E cebeaft9
FACSIMILE COVER SHEET
DATE April 15, 2009 !p # PAGES INCLUDINCs 711411 PA6t?
FROM Larry R. Meachum, P.E.
TO John Rice SUBJECT
FM H & H Constructors, Inc.
2919 Bree¢ewood Avenue Foundation SubVwle Evaluation
ADDRESS Suits 400 Anderson Omsk Club Development, 1,01 820
F I NC 28303 Spring Lake, NO
PH # 910.485.4884 Project No. 09FCS-2458
FAX $ 910.485.0453
MESSAGE
John,
Please tail me if you need additional h*rmatien or if you have any questions.
Cc. Via facsimile only
810.893.8833
Project Site Office
i
i
AS YOU REQUESTED NO HARDCOPY BEING SEA T
x FOR YOUR INFORMATION x HARDCOPY SENT VIA MAIL I
FORYOUR
REVIEWIAPPROVAL HARDCOPY SENT OVERNIr BHT
NO ACTION NECESSARY I
PLEASE RESPOND AS NOTED
FACSIMILE OPERATOR PLEASE
PLEASE SIGN AND RETURN CALL TO CONFIRM RECEIF T
P.O. Box 8387, Fayetteville, Narth Carolina 28311 {
Telephone 910.488.1629
Apr I~Pr,16, 2009;r3'24P%r. H~HOMESoecienoes, Ino. 910.488.9450 No. 7511 r'. 2
GEQSCIENCES, INC. t aDeehnhal emAro l
and CommbuWa+Fltglnm b
Via faesimiie and mail
_..910.485.0463
H & H Constructors, Inc. Apr it 16, 2009
2929 Breerewood Ave., Ste., 200
Fayetteville, NC 28304
Attention: Mr. John Rice
Subject: Foundation Sub-grade Evaluation
Anderson Creek Club Development, Lot 620
Spring Lake, North Carolina
Project No. 09FCS-2458
Document No. 09F-2070
Dear Mr. Rice:
As requested, an engineering representative of Pyramid (3eoscierims, Inc. visited the above
referenced site on April 15, 2009 to evaluate sub-grade soils for the new residenti d building
foundations. Based on our understanding of the project, we have assumed a mirimum soil
beating capacity of 2,000 pounds per square foot (psf) for the purposes of our evaluations.
Based on our observations, unsuitable, surface soils were removed as recommendid prior to
placement of structural fill material to raise site grades and interceptor drains were idso placed
underground along the north and cast sides. of the property as recommended. Perimeter
foundations and interior pier footings were excavated prior to our arrival. Bearing soils within
the foundation excavations were evaluated by advancing shallow hand auger beings and
performing dynarnic cone penetrometer (DCP) tests at each boring location.
The DCP test is performed by driving a conical-shaped tip into the ground using t. 15-pound
hammer free-falling through a drop of 20 inches. The number of hammer blows :equired to
drive the tip through three successive increments of 1% inches is defined as the penetrometer
resistance. The DCP test is a generally accepted field method to verify the bearing ,rapacity of
soils for shallow foundations.
A total of two (2) borings were advanced to a maximum depth of 3.0 ft. below the bottom of
foundation excavations at approximate locations shown on the attached field ske ch. Soils
encountered in the borings consist predominantly of compacted structural fill material and sandy
clay sub-soils. DCP values ranging from 2 to 14 blows per 13/,-inch increment were recorded
within the fill material and existing sub-soils to a depth of approximately 3.0 ft. below the
bottom of footing. A description of the soils encountered in the boring and results (f the DCP
1
P.O. Box 9367, RyatcAlla, North Carolina 28311
Tolaphone 910f188.1629
RAX 910.488.9450
' 'Apr 16 2009 3:24PK HH HOMES No, 7111 P. 3
Flpr 1, y 7N uramAw ,.wasciences, Inc. 910,488.9450 M.
Foundation Sub-grade Evalmdon Pyramid Gear dences, Inc.
H & H Contractors, Inc. Prgject No. )9FCS-7456
Anderson Crack Club DevelopmeaR Lot 620 Docvme.rit 1T o. 09F-2070
Spring lake, Norrh Carolina A: xiil 16, 2009
Pogo 2
tests arc provided on the attached Summary of Hand Auger and Dynamic Cone Pe Tetrameter lI
(DCP) Resistance Report.
>Ascd on our observations and the DCP test results foundation bearing soils are considered to be
suitable for E M4= of the new construction.
Pyramid Geosciences, Inc. appreciates the opportunity to provide services for the pro ect. If we
can be of additional service to you, please do not hesitate to contact us.
Sincerely; /G0
PYRAMID GEOSCIENCE9, INC. ~~~yyu~u .R/r"~' .
/ w^ Sa
Lam R. IVieachum; P.E. - 29125 r
Chief Engineer %t~lfc e
NC PE Registration No. 029125 ~'•4, . I .~w
r'~rn n n,„,\\
Attachments
j
Cc: Via facsimile
910.893.6833
Project Site Office
j
1
I
S
i
APr !pr, 16,_ 20097F3:25PM,r,eHH~ HOMESascienoes, Inc. 910.488.9450 No 7511 F; 4
Field Repoli D GEOSCIENCES, INC. prolect Anderson Creek Club Dev., Lot 620
Pyramid Geoaclances, Ina Locatfan Spring Lake, No th Carolina
136-A Bow Street - Geolarludcel, Emrirmrmerital
FayettWils, North 0arollna28301 aria Construction Engineering Data Apr. 15, 2009 Pro act No. 08FC8-2458
Telephone: 916.488.1829
Fax 919.488.9480 Contractor Gila nt
H& H Constructors H 6 H Constructors
Weather Temp F AM
TO: John Rlce Cloudy 68 OF 2:00 PM
t at site
H S H Constructors, Inc. John Rice - FI & H Constructors
Total Time. 4.0 his. Meeage: 40
THE FOLLOWING WAS NOTED: Page 1 of 1
_ Arrived at the project site, as requested, to evaluate foundation sub-grade soils.
It is understood that a new si le-famti residence is being constructed on Lot 820. Obsi irvations
indicate that the perimeter and Interior pier footings were excavated prior to our arrival. F or the
purposeg of our evaluation the minimum $dil bearing capacity requirement is assumed to be 2,000
psf
Foundation sub-grade soils were evaluated by advancing shallow hand auger borings at he bottom
of footing excavations and by performing dynamic cone penetrometer (DCP) tests at the boring
locations A total of two (2) borings were advanced to a depth of 3.0 ft. below bearing gr ides at _
approximate locations shown on the attached field sketch. Bearing soils consist predomi iantly of
compaoted structural fill material Imported from an off-site borrow source and eAsting sa,tdy clay
sub-soils. DCP values ranged from 2 to 14 blows per I% in. Increment. Based on our ottservations
and DCP test results sub-grade soils are considered to be suitable for support of the pla fined
construction,
f
t
ATTACHMENTS' Summary of DCP Report and Field Sketch
COPIES TO: SIGNED: Ralph J. Gale _
The Presence of Pyramid GeoWancee, Inc. in the Aeld shall not he construed as an acceptance or approval oft ctivities at the efte.
11
Pyramid Gacacemeas, Ina Is in the Apid to perform specific services and has certain resporrsibifirm which are f n3ed to those gmciltcalfy,
P01 FRT-001 outhorlmd m our agreement wtth our diimL In no event shall Pyramid 6eose7mroes, Inc. be responsible for the rarely orthe mans and f
(Post 04) methods of other parties in the field.
Rpr. 1Rvr~16..200971. 3:25PK,,.a H HOMESosciences, Inc. 910.496.9450 N°.7511 N: 5
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Field Sketch Projea
D GEOSGIENCES, INC.
PyratnM G seeclaneas Inc Location
. 176;4 Sew Sbset cal. EMhonrrretrta 1
FayettevfaNC2t6t and ConstnxdionEngineedng PnseEN~S:XT l~
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ATTACHMENTS: rfe
COPIES TO: SIGNED:
The promos d Pyramid Gamcfances. lac. in the field Oct not ba'aoostrosd as ap acceptance or eppfowal of ectivul at dm site.
pyramid Geosdenees, I= is In the fleid to pertorm si p f services and has certain responsMilks which am ilmbd to those specifically
PGI FSK cos suttrorbmd in our agcdrmmrd with our clial In no event shall Pyamid Geosctencee. Inc. be roaponWe for pit odegr or the means end
peay 2006) moods of other parties h Ne field. i
PREPARED 4/21/09, 13:58:53 INSPECTION TICKET PAGE 33
Harnett County INSPECTOR: IVR DATE 4/22/09
ADDRESS . : 171 ORCHARD FALLS DR SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H & H CONTRUCTORS INC PHONE (910) 486-4864
PARCEL 01-0535-17- -0100- -18-
APPL NUMBER: 09-50021678 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 27 TO NURSERY RD TURN LEFT FOLLOW
RO RAY RD TURN LEFT FOLLOW TO ANDERSON
CREEK CLUB DR LOT ON CORNER OF ORCHARD
FALLS AND WEEPING PINE LOT 630 JB
STRUCTURE: 000 000 58X48 4BDR SLAB W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 4/15/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001755271
4/15/09 CA per John
B101 02 4/17/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001756881
4/17/09 AP per engineer letter
A814 01 4/22/09 TI ADDRESS CONFIRMATION VRU 001758341
8103 01 4/22/09 ~TIp R*BLDG FOUND & TEMP SVC POLE VRU 001758358
- COMMENTS AND NOTES - -
PREPARED 4/29/09, 13:58:55 INSPECTION TICKET PAGE 23
Harnett County INSPECTOR: IVR DATE 4/30/09
ADDRESS . : 171 ORCHARD FALLS DR SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H & H CONTRUCTORS INC PHONE (910) 486-4864
PARCEL 01-0535-17- -0100- -18-
APPL NUMBER: 09-50021678 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 27 TO NURSERY RD TURN LEFT FOLLOW
RO RAY RD TURN LEFT FOLLOW TO ANDERSON
CREEK CLUB DR LOT ON CORNER OF ORCHARD
FALLS AND WEEPING PINE LOT 630 JB
STRUCTURE: 000 000 58X48 4BDR SLAB W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 PROPOSED USE . . . . . . . SFD
SEPTIC - EXISTING? . . . . : SEWER WATER SUPPLY . . . . . . . COUNTY
PERMIT: CPSF 00 CP * SFD
REQUESTED INSP DESCRIPTION
TYP/SQ COMPLETED RESULT RESULTS/COMMENTS
2101 01 4/15/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001755271
4/15/09 CA per John
B101 02 4/17/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001756881
4/17/09 AP per engineer letter
B103 01 4/22/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001758358
4/22/09 AP no t-pole
A814 01 4/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001758341
4/23/09 AP 171 orchard falls dr lot 620
B105 01 4/30/09 R*OPEN FLOOR TIME: 17:00 VRU 001762202
V-.&-a 4Lv
- COMMENTS AND NOTES
PREPARED 5/18/09, 15:12:30 INSPECTION TICKET PAGE 24
Harnett County INSPECTOR: IVR DATE 5/19/09
ADDRESS . : 171 ORCHARD FALLS DR SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR : H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H & H CONTRUCTORS INC PHONE (910) 486-4864
PARCEL 01-0535-17- -0100- -18-
APPL NUMBER: 09-50021678 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 27 TO NURSERY RD TURN LEFT FOLLOW
RO RAY RD TURN LEFT FOLLOW TO ANDERSON
CREEK CLUB DR LOT ON CORNER OF ORCHARD
FALLS AND WEEPING PINE LOT 630 JB
STRUCTURE: 000 000 58X48 4BDR SLAB W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 4/15/09 JH R *BLDG FOOTING / TEMP SVC POLE VRU 001755271
4/15/09 CA per John
B101 02 4/17/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001756881
4/17/09 AP per engineer letter
B103 01 4/22/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001758358
4/22/09 AP no t-pole
A814 01 4/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001758341
4/23/09 AP 171 orchard falls dr lot 620
8105 01 4/30/09 JH R*OPEN FLOOR TIME: 17:00 VRU 001762202
4/30/09 AP
R427 01 5/19/09 ~TIt~- FOUR TRADE ROUGH IN >2500 VRU 001769504
- - - COMMENTS AND NOTES
PREPARED 5/27/09, 13:59:37 INSPECTION TICKET PAGE 21
Harnett County INSPECTOR: IVR DATE 5/28/09
ADDRESS . : 171 ORCHARD FALLS DR SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR : H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER : H-& H CONTRUCTORS INC PHONE (910) 486-4864
PARCEL : 01-0535-17- -0100- -18-
APPL NUMBER: 09-50021678 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 27 TO NURSERY RD TURN LEFT FOLLOW
RO RAY RD TURN LEFT.FOLLOW TO ANDERSON
CREEK CLUB DR LOT ON CORNER OF ORCHARD
FALLS AND WEEPING PINE LOT 630 JB
STRUCTURE: 000 000 58X48 4BDR SLAB W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 4/15/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001755271
4/15/09 CA per John
B101 02 4/17/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001756881
4/17/09 AP per engineer letter
B103 01 4/22/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001758358
4/22/09 AP no t-pole
A814 01 4/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001758341
4/23/09 AP 171 orchard falls dr lot 620
B105 01 4/30/09 JH R*OPEN FLOOR TIME: 17:00 VRU 001762202
4/30/09 AP
R427 01 5/19/09 FOUR TRADE ROUGH IN >2500 VRU 001769504 IDT~ 5/19/09 DA AO 6 and 7 trusses not strapped correctly.
AO 4 and 5 trusses not nailed correctly.
Re-caulk line set at rear wall in family room.
Need 10 psi on gas line.
Okay to side/insulate.
R427 02 55//2288/009 TI FOUR TRADE ROUGH IN >2500 VRU 001773746
- - COMMENTS AND NOTES - -
PREPARED 5/29/09,. 14:00:19 - INSPECTION...TICKET.. PAGE 13
Harnett County INSPECTOR: IVR DATE 6/01/09
ADDRESS . : 171 ORCHARD FALLS DR SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR H & H CONSTRUCTORS INC _ PHONE (910) 486-4864
OWNER H & H CONTRUCTORS INC PHONE (910) 486-4864
PARCEL '01.-0535-17- -0100- -18 '
APPL.NUMBER: 09-50021678 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 27 TO NURSERY RD TURN LEFT FOLLOW
RO RAY RD TURN LEFT FOLLOW TO ANDERSON
CREEK CLUB DR LOT ON CORNER OF ORCHARD
FALLS AND WEEPING PINE LOT 630 JB
STRUCTURE: 000 000 58X48 4BDR SLAB W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . : 4.00 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 4/15/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001755271
4/15/09 CA per John
B101 02 4/17/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001756881
4/17/09 AP per engineer letter
B103 01 4/22/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001758358
4/22/09 AP no t-pole
A814 01 4/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001758341
4/23/09 AP 171 orchard falls dr lot 620
B105 01 4/30/09 JH R*OPEN FLOOR TIME: 17:00 VRU 001762202
4/30/09 AP
R427 01 5/19/09 DT FOUR TRADE ROUGH IN >2500 VRU 001769504
5/19/09 DA 1. AO 6 and 7 trusses not strapped correctly.
2. AO 4 and 5 trusses not nailed correctly.
3. Re-caulk line set at rear wall in family room.
4. Need 10 psi on gas line.
Okay to side/insulate.
R427 02 5/28/09 JH FOUR TRADE ROUGH IN >2500 VRU 001773746
5/28/09 AP
1129 01 6/01/09 TI R*INSULATION INSPECTION VRU 001774264
Le _fl-
COMMENTS AND NOTES -
PREPARED 7/23/09, 13:58:14 INSPECTION TICKET PAGE 14
Harpett..`ounty _ INSPECTOR: IVR DATE 7/24/09
ADDRESS . : 171 ORCHARD FALLS DR SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H & H CONTRUCTORS INC PHONE (910) 486-4864
PARCEL 01-0535-17- -0100- -18-
APPL NUMBER: 09-50021678 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 27 TO NURSERY RD TURN LEFT FOLLOW
RO RAY RD TURN LEFT FOLLOW TO ANDERSON
CREEK CLUB DR LOT ON CORNER OF ORCHARD
FALLS AND WEEPING PINE LOT 630 JB
STRUCTURE: 000 000 5BX48 4BDR SLAB W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 4/15/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001755271
4/15/09 CA per John
B101 02 4/17/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001756881
4/17/09 AP per engineer letter
B103 01 4/22/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001758358
4/22/09 AP no t-pole
A814 01 4/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001758341
4/23/09 AP 14171 orchard falls dr lot 620
B105 01 4/30/09 JH R*OPEN FLOOR TIME: 17:00 VRU 001762202
4/30/09 AP
R427 01 5/19/09 DT FOUR TRADE ROUGH IN >2500 VRU 001769504
5/19/09 DA 1. AO 6 and 7 trusses not strapped correctly.
2. AO 4 and 5 trusses not nailed correctly.
3. Re-caulk line set at rear wall in family room.
4. Need 10 psi on gas line.
okay to side/insulate.
R427 02 5/28/09 JH FOUR TRADE ROUGH IN >2500 VRU 001773746
5/28/09 AP
2129 01 6/01/09 DT R*INSULATION INSPECTION VRU 001774264
6/01/09 AP
R431 01 7/24/09 TI FOUR TRADE FINAL >2500 VRU 001799204
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- - COMMENTS AND NOTES - -
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Application number `type r09500216MCP NEWRESIDENTle1(SFD)'
a >
Property address 171 ORCHARD FALLS DR,, j u n -
n,
1 Niss ng receptacle FiHU in attic. >`g
.2)Need Z ground rods at least 6' apart.
3) Need grounding lug 0 meter for cable & phone,
4)Repair found.t ion wall a drain Line.
."5) plastic under house 12" lap 8 109 percent cover.
v
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f,REPA'VD 7/24/09, 13:58:53 - INSPECTION TICKET PAGE 8
Harnett County INSPECTOR: IVR DATE 7/27/09
ADDRESS . : 171 ORCHARD FALLS DR SUBDIV: ANDERSON CREEK CLUB
CONTRACTOR H & H CONSTRUCTORS INC PHONE (910) 486-4864
OWNER H & H CONTRUCTORS INC PHONE (910) 486-4864
PARCEL 01-0535-17- -0100- -18-
APPL NUMBER: 09-50021678 CP NEW RESIDENTIAL (SFD)
DIRECTIONS : HWY 27 TO NURSERY RD TURN LEFT FOLLOW
RO RAY RD TURN LEFT FOLLOW TO ANDERSON
CREEK CLUB DR LOT ON CORNER OF ORCHARD
FALLS AND WEEPING PINE LOT 630 JB
STRUCTURE: 000 000 SBX48 4BDR SLAB W/ GARAGE & DECK
FLOOD ZONE . . . . : FLOOD ZONE X
# BEDROOMS . . . . . . . . . 4.00 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 4/15/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001755271
4/15/09 CA per John
B101 02 4/17/09 JH R*BLDG FOOTING / TEMP SVC POLE VRU 001756881
4/17/09 AP per engineer letter
B103 01 4/22/09 JH R*BLDG FOUND & TEMP SVC POLE VRU 001758358
4/22/09 AP no t-pole
A614 01 4/22/09 TI ADDRESS CONFIRMATION TIME: 17:00 VRU 001758341
4/23/09 AP 171 orchard falls dr lot 620
B105 01 4/30/09 JH R*OPEN FLOOR TIME: 17:00 VRU 001762202
4/30/09 AP
R427 01 5/19/09 DT FOUR TRADE ROUGH IN >2500 VRU 001769504
5/19/09 DA 1. AO 6 and 7 trusses not strapped correctly.
2. AO 4 and 5 trusses not nailed correctly.
3. Re-caulk line set at rear wall in family room.
4. Need 10 psi on gas line.
Okay to side/insulate.
R427 02 5/28/09 JH FOUR TRADE ROUGH IN >2500 VRU 001773746
5/28/09 AP
1129 01 6/01/09 DT R*INSULATION INSPECTION VRU 001774264
6/01/09 AP
R431 01 7/24/09 JH FOUR TRADE FINAL >2500 VRU 001799204
7/24/09 DA Missing receptacle @ AHU in attic.
)Need 2 ground rods at least 6' apart.
) Need grounding lug @ meter for cable & phone.
r) Repair foundation wall ® drain line.
4, plastic under house 12" lap & 100 percent cover.
R431 02 7/27/09 TIC FOUR TRADE FINAL >2500 VRU 001800309
-------------------------+----/V f---------- COMMENTS AND NOTES
rT a
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Harnett reg "urg))
This the Nary d p - 65 o rdiZoningnanceso
IT NUMBER
Iin the varwus of the county 0
PERM
Code e and and following:
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or use. For the follow permit No.:
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No
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Use Classification: r ~ f 4 ~ Electrical Permit ~ rynn p
a"µ V Insulation PermA No.:
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Plumbing Permit No ~
911 Address: pernAt No''
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