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U -1(raZ'rall & ASSOCIATES , INC .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 3, 2008 KA Project No.: 106-07275
RECEIVE[
Mt Baker Silo JAN ® 7 2W
Norm Heerspink 426 w, ^k
8793 Northwood Road
Lynden,WA 98264
RE: DAPBP Water Tank
Dear Mr.Heerspink:
In accordance with your request and authorization,the following test data are presented on the following reports,
which are enclosed:
December 20 Field Report No. 93480
December 26 Field Report No.93987 -
December 27 Field Report No.93988
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office.
Respectfully submitted,
Penn Seely,Laboratory Manager
Peninsula Division
PS: pm
Enclosures
Cc:Mason County-Mark Core
Client-email
With Offices Serving The Western United States
20714 State Hwy. 305 NE, Suite 3C•Poulsbo,Washington 98370 9 (360)598-2126•Fax: (360)598-2127
= FIELD REPORT NO n "I
-'� & Associates , Inc .
GEOTECHNICAL ENGINEERING - ENVIRONMENTAL. ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: _op Z?�5�m&?og CONTRACTOR:
PROJECT#:moo( - 07a75— JURISDICTION: &"gS'0jV C-0 .
PROJECT: D AP O P -rA'uKl PERMIT#: COIM 0P607 OL'9/oZ 1
LOCATION: DAffiKM2do�TRbl� Sk,ci-To I� W4 INSPECTOR: �k'I�N S cG%,
KRAZAN PROJECT MANAGER: �� WEATHER: GLfi TEMP:
A r- wn-r ,P 7i9�yK �AS'F, S c�� G �E /•yf�ie��'L,,�iy./r p• .� �l1�/v�l.( •vG.
hw, LQ) !�-ls�-T� o�! Carc. !�o/3�f5 ,5� /02 tcl froZ K, -`S-�lo�
_ i�i/z 5 7e liLl i CJ/l03-� '�� • S�SAtK Aim' ZJ G�CE„[� /�
t v!-t�D. ALL ei2r Tim Cm�c 5 a 7 0,4-7- 7f f�f 00115-1-1'/•91yI419c 1//i� 4� 7,// V
l,VA1,2-S-o 10 Aiy<7 UF2T GAL OOZ U•t -5 SEA' I-OM A1-4-'/-
6YA1CX-f TF Z,,W5
i
Equipmbnt/Asset Number(s):
To the best of my knowledge,the abov WA /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements.
Superintendent/Representative: Technician:
r�
Serving the Western United States
Revision 1
1501 Field Report.doc
Effective Date:5/25/05
A.ccnciates.
FIELD REPORT NO:
e ',az1 & Associates , Inc .
GEOTECHNICAL ENGINEERING - ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: JZ--'Ll,= CONTRACTOR:
PROJECT#: IL,I " `Z- z� JURISDICTION:
PROJECT: PERMIT#:
LOCATION: !sl'_ No. :r. r INSPECTOR: ,'s
KRAZAN PROJECT MANAGER: WEATHER: g r TEMP: =
��e�-%v'rs.i'j �'� �@ T'� � � a5 �� i..� z� � �zz3.t TCa2.._ °� �n L 3 a'u�3��.�5 t��.i✓'
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Equipment/Asset Number(s):
To the best of my knowledge,the above /WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements.
t
Superintendent/Representafive: Technician:',
Serving the Western United States
1501 Field Report.doc Revision I
Effective Date:5/25/05
may not hr renmdoced in anv format without the written nermission of the client and Krazan&Associates.
FIELD REPORT NO:
I<r, an & Associates , Inc .
GEOTECHNICAL ENGINEERING ' ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
DATE: CONTRACTOR:
PROJECT#: ILL, -62 '` JURISDICTION:
PROJECT: i/^ � E PERMIT#:
LOCATION: lgi-,� INSPECTOR: ;
KRAZAN PROJECT MANAGER: WEATHER: :, �� TEMP:
t� >r
.____.k z
#VL 04--s`A 3 Fr
t�)
'.t-A ? O...k D •^•
Rs
Equipment/Asset Number(s):
To the best of my knowledge,the above AS/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements.
Superintendent/Representative: Technician: \
Serving the Western United States
1501 Field Report.doc Revision I
Effective Date:5/25/0
—i-inn of thP.client and Knazan&A.—iates.
v
===—Krazati & ASSOCIATES , INC .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
January 8, 2008 KA Project No.: 106-07275
Mt Baker Silo
Norm Heerspink CoVn —2—pO7
P.O. Box 979 f4Z
Lynden, WA 98264
RE: DAPBP Water Tank
Dear Mr. Heerspink:
In accordance with your request and authorization,the following test data are presented on the following reports,
which are enclosed:
December 28 Field Report No. 93988
January 3 Field Report No. 91604
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
If you have any questions, or if we can be of further assistance,please do not hesitate to contact our office.
Respectfully submitted,
Penn Seely,Laboratory Manager
Peninsula Division
PS: pm
Enclosures
Cc:Mason County-Mark Core
Client-email
With Offices Serving The Western United States
20714 State Hwy. 305 NE, Suite 3C•Poulsbo, Washington 98370•(360)598-2126•Fax: (360)598-2127
- FIELD REPORT NO:
'aZe`lrl & Associates , Inc .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING AND INSPECTION
htf
DATE: ��-� ' ` CONTRACTOR: �Q- -
PROJECT e•"-741�6— 2 JURISDICTION:
PROJECT: >481.' & �L-• ��.s� PERMIT#:
LOCATION: A 7xw INSPECTOR: P
KRAZAN PROJECT MANAGER: WEATHER: TEMP: _3c
')
/'tw.F.� /'�. .� G*a Jz.�L�Y ��i.�sr •�ts4�J � Z 1:e AZ_
/ A �r
A
A� (��.a+.e..:e.� +�.i ' c�ia':�dtd�:¢a �,�•��dtYLe4-X.�i' r�s�t'� _ i _ J��r' c�da"�-r..t:�;
/�"7— A T'.
;;x,.s' / 6.�"r�•�ie. a��.d� /d, �7 j��J7sas:�3a e� 'i�C,.:d._i / � .
72-S;;
Equipment/Asset Number(s):
To the best of my knowledge,the aboveAS'/WAS NOT performed in accordance with the approved plans,specifications,and regulatory requirements.
Superintendent/Representative: Technician:
1501 Field Report.doc Revision 1 �\� \ "
Serving the Western United States I,(r//�///�
Effective Date:5/25/05
The..f...... ,:,1sA,. rh:e .aA i.the rl•. ni the�I:e 'll.'c r ha n,ln>,i i ,fn :rhn rhn of rhP A-and Kr.....0 A-i—
1'(raZall & ASSOCIATES , INC .
GEOTECHNI AL CONSTRUCTION CTION TESTINGGINEERING * ' & INSPECTIONRONMENTAL NGINEERING JHH1I��AN
3 0 20
426 W. CEDAR STa
January 24, 2008 KA Project No.: 106-07275
Mt Baker Silo
Norm Heerspink
P.O. Box 979
Lynden, WA 98264
RE: DAPBP Water Tank
Dear Mr.Heerspink:
In accordance with your request and authorization,the following test data are presented on the following reports,
which are enclosed:
December 20 Concrete Report No. 28725
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
If you have any questions,or if we can be of further assistance,please do not hesitate to contact our office.
Respectfully submitted,
Penn Seely,Laboratory Manager
Peninsula Division
PS: pm
Enclosures
Cc:Mason County-Mark Core
Client-email
With Offices Serving The Western United States
20714 State Hwy. 305 NE, Suite 3C•Poulsbo,Washington 98370•(360)598-2126•Fax: (360)598-2127
Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-07275 Cyl. Code P13623 Pour Date 12-20-2007 Report No. 28725
weather CLEAR Jurisdiction MASON COUNTY Permit No. COM 2007-00121
Project DAPBP TANK Engineer
Location SHELTON, WA Architect
Client MT BAKER SILO contractor MT BAKER SILO
Field Data Site Mix Reported Batch Data
Supplier MILES S & G Plant No. 208 Cement Type I & II
Concrete X Mortar Grout Flex Beams Design Actual X
Prisms Grouted Ungrouted Other Mix No. 0165A
Conc. Air Cem.lbs. 608
Temp. Temp. Unit F.Ash lbs. -
Time Truck# Ticket# %Air Slump (F) (F) Wt.
12:45 M002 24225 5.4 4.75 60 44 C.agg.lbs. -
C.agg.lbs.2 1810
C.agg.lbs.3 -
Sand lbs. 1244
Water 31.2
Placement Area
Admixture -
Footings Walls Columns Grade Beams
Other -
Slab/Deck Slab Pilings Other
Air Ent.(ozlcwt.) 4.2
Grids TANK BASE. SAMPLED AT NORTH EAST -
QUADRANT. REINFORCEMENT: 2 MATS, #5 @ 12" Water Added on Job(gals.) 10
BOTTOM, #5 @ 10" TOP. LAPS STAGGERED. Field Test Methods
Remarks 10 YARDS PLACED BY BOOM PUMP, VIBRATED. ASTM C143 ® ASTM C138 ❑
ASTM C 1064 ® ASTM C 173 ❑
W/C=0.44 ASTM C31 ® Other
Items Inspected
Inspector PENN SEELY Reviewed By /> Conforming Non-Conforming
Laboratory Data Design Strength 3000 Date Specimens Rec'd. 12-21-2007
Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method
Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39
P13623- 12/27/07 7 4X8 12.57 46745 3,720 TBH 2 ASTM C109
P13623- 01/17/08 28 4X8 12.54 63290 5,050 JS 4 ASTM C617 ❑
ASTM C 1231
P13623- 01/17/08 28 4X8 12.54 63890 5,090 JS 5 ASTM C1019 ❑
P13623- 01/17/08 28 4X8 12.54 63590 5,070 JS 4 Other
P13623-
Compressive
P13623- Flexural
P 13623-
P13623- Test Results
Remarks FR 93480
Conforming
Non-Conforming
Results Reviewed By ? Date Reviewed 2z
Codes for Break Types: 1. ConeF1 2. Cone&Split 3. Cone&Shear11 4. Shear 5. Columnar(Split)
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J(raZan & ASSOCIATES , INC .
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING
CONSTRUCTION TESTING & INSPECTION
February 1, 2008 R E C E I V E F xA Project No.: 106-07275
Mt Baker Silo �o m aZ 007 —
Norm Heerspink 426 W. vt D'Ai; S 1,
P.O. Box 979 d a
Lynden,WA 98264
RE: DAPBP Water Tank
Dear Mr. Heerspink:
In accordance with your request and authorization,the following test data are presented on the following reports,
which are enclosed:
December 26 Concrete Report No. 33206
December 27 Concrete Report No.33204
December 28 Concrete Report No.33207
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
If you have any questions, or if we can be of further assistance,please do not hesitate to contact our office.
Respectfully submitted,
Penn Seely,Laboratory Manager
Peninsula Division
PS: pm
Enclosures
Cc:Mason County-Mark Core
Client-email
With Offices Serving The Western United States
20714 State Hwy. 305 NE, Suite 3C 9 Poulsbo, Washington 98370•(360)598-2126•Fax: (360)598-2127
itrazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-07275 Cyl.code P13647 Pour Date 12-26-2008 Report No. 33206
Weather OVERCAST Jurisdiction Permit No.
Project DAPBP CONCRETE TANK Engineer
Location SHELTON, WA Architect
Client MT BAKER SILO Contractor MT BAKER SILO
Field Data Site Mix Reported Batch Data
Supplier MILES Plant No. 208 Cement Type I & II
Concrete X
Mortar Grout Flex Beams Design Actual
Prisms Grouted Ungrouted Other Mix No. 15LCD2
Conc. Air Cem.lbs. 540
Temp. Temp. Unit F.Ash lbs. 100
Time Truck# Ticket# %Air Slump (F) (F) Wt.
3:05 M085 135572 5.8 5 66 3$ G.agg.lbs. 1425
C.agg.lbs.2 440
C.agg.lbs.3 -
Sand lbs. 1210
Water 250
Placement Area 38
Admixture
Footings Walls Columns Grade Beams Other 26
Slab/Deck Slab Pilings Other
Air Ent.(oz/cwt.) .50
Grids FIRST 5' LIFT OF WATER TANK WALL —
Water Added on Job(gals.) 10
Field Test Methods
Remarks CONCRETE PLACED BY CRANE AND BUCKET, AND ASTM C143 ®. ASTM C138 ❑.
ASTM C1064 ® ASTM C173 ❑.
MECHANICALLY CONSOLIDATED ASTM C31 ® Other
Items Inspected
Inspector MICHAEL IRELAND Reviewed By �7 Conforming Non-Conforming
Laboratory Data Design Strength 3000 Date Specimens Rec'd. 12-27-2008
Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method
Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39
P13647- 01/02/09 7 4X8 12.59 69445 5,520 TBH 1 ASTM C109 0
P13647- 01/23/09 28 4X8 12.57 92095 7,330 JS 5 ASTM C617 0
ASTM C1231
P13647- 01/23/09 28 4X8 12.57 92360 7,350 JS 5 ASTM C1019 ❑
P13647- 01/23/09 28 4X8 12.57 92228 7,340 JS 5 Other
P13647- Compressive
P13647- Flexural
P13647-
P13647- Test Results
�( Conforming
Remarks FR 93987
�� � Non-Conforming
Results Reviewed By Date Reviewed 74
Codes for Break Types: 1. Cone R 2. Cone&Split 3. Cone&Shear 4. Shear 5. Columnar(Split)
Krazan &Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-07275 Cyl.Code P13664 Pour Date 12-27-2007 Report No. 33204
Weather SNOW Jurisdiction Permit No.
Project DABPB Engineer
Location SHELTON, WA Architect
Client MT BAKER SILO Contractor MT BAKER SILO
Field Data Site Mix Reported Batch Data
Supplier MILES Plant No. 208 Cement Type I & I I
Design Actual
Concrete X Mortar Grout Flex Beams
Prisms Grouted Ungrouted Other
Mix No. 15LCD2
Conc. Air Cem.lbs. 540
Temp. Temp. Unit F.Ash lbs. 100
Time Truck# Ticket# %Air Slump (F) (F) Wt.
1:25 M002 135582 5.1 5.25 64 30 C.agg.lbs. 1425
C.agg.lbs.2 440
C.agg.lbs.3 -
Sand lbs. 1210
Water 250
Placement Area Admixture 38
Footings Walls Columns Grade Beams Other 26
Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) .5
Grids SECOND S LIFT OF WATER TANK WALL -
Water Added on Job(gals.) 12
Field Test Methods
Remarks CONCRETE PLACED BY CRANE AND BUCKET, AND ASTM C143 p ASTM C138 ❑.
ASTM C1064 ❑. ASTM C173 ❑.
MECHANICALLY CONSOLIDATED ASTM C31 ❑ Other E==
Items Inspected
Inspector MICHEAL IRELAND Reviewed By Conforming Non-Conforming
Laboratory Data Design Strength 3000 Date Specimens Rec'd. 12-28-2007
Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method
Code Date Age Dim. Area Load Str. (psi) Set# By Type ASTM C39
P13664- 01/03/08 7 4X8 12.57 88905 7,070 TBH 2 ASTM C109 ❑
P13664- 01/24/08 28 4X8 12.59 53650 7,440 JS 2 ASTM C617
131
ASTM C1231
P13664- 01/24/08 28 4X8 12.59 91585 7,280 JS 4 ASTM C1019 ❑
P13664- 01/24/08 Other
28 4X8 12.59 92618 7,360 JS 5
P13664- �( Compressive
P13664- Flexural
P13664-
Test Results
P13664- J
Ja Conforming
Remarks FR 93988
Non-Conforming
Results Reviewed By Date Reviewed
Codes for Break Types: 1. ConeE ___2. Cone&Split 3. Cone&Shear 4. Shear 5. Columnar(Split)
Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-07277 Cyl.Code P13665 Pour Date 12-28-2007 Report No. 33207
Weather OVERCAST Jurisdiction Permit No.
Project DAPBP Engineer
Location SHELTON, WA Architect
Client MT BAKER SILO Contractor MT BAKER SILO
Field Data Site Mix Reported Batch Data
Supplier MILES
Plant No. 208 Cement Type I & I I
Design Actual X
Concrete X Mortar Grout Flex Beams
Mix No. 15LCD2
Prisms Grouted Ungrouted
Other
Conc. Air
Cem.lbs. 540
Temp. Temp. Unit F.Ash lbs. 100
Time Truck# Ticket# %Air Slump (F) (F) wt. C.agg.tbs.
1425
12:40 M085 135587 5.8 4.75 62 38 -
C.agg.lbs.2 440
C.agg.lbs.3 -
Sand lbs. 1210
Water 250
Placement Area Admixture 38
Footings Walls Columns Grade Beams Other 26
Slab/Deck Slab Pilings Other Air Ent.(ozlcwt.) •5
Grids THIRD 5' LIFT OF WATER TANK WALL Water Added on Job(gals.) 10
EASTMC
ld Test Methods
®. ASTM C138 p.
Remarks CONCRETE PLACED BY CRANE AND BUCKET AND ® ASTM C173 ❑
MECHANICALLY CONSOLIDATED ® Other
Items Inspected
Inspector MICHAEL IRELAND Reviewed By 111
Conforming Non-Conforming
Laboratory Data Design Strength,3000 Date Specimens Rec'd. 12-31-2007
Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method
Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39
P13665- 01/04/08 7 4X8 12.60 68840 5,550 TBH 2 ASTM C109 O
ASTM C617 O
P13,665- 01/25/08 28 4X8 12.55 91215 7,300 JS 1 ASTM C1231 'may
P13665- 01/25/08 28 4X8 12.55 85565 6,800 JS 1 ASTM C1019
Other
P13665- 01/25/08 28 4X8 12.55 88390 7,040 JS 1
P13665- Compressive
P13665- Flexural
P13665-
Test Results
P13665-
Conforming
Remarks FR 93989 Non-Conforming
Results Reviewed By�) Date Reviewed 30 J�
Codes for Break Types: 1. Cone 2. Cone&Split 3. Cone&Shear 4. Shear 5. Columnar(Split)
RECEIVED
Kxor
�an & ASSOCIATES , INC . FEB 1
GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEER IN ( 'V' CEDAR ST.
CONSTRUCTION TESTING & INSPECTION
February 8, 2008 KA Project No.: 106-0727
co
Mt Baker Silo
Norm Heerspink �U
P.O. Box 979
Lynden, WA 98264
RE: DAPBP Water Tank
Dear Mr. Heerspink:
In accordance with your request and authorization,the following test data are presented on the following reports,
which are enclosed:
January 3 Concrete Report No. 33276
Referenced concrete reports and compressive strength data will be mailed following 28-day tests, if applicable.
If you have any questions,or if we can be of further assistance, please do not hesitate to contact our office.
Respectfully submitted,
Penn Seely, Laboratory Manager
Peninsula Division
PS: pm
Enclosures
Cc:Mason County-Mark Core
Client-email
With Offices Serving The Western United States
20714 State Hwy. 305 NE, Suite 3C•Poulsbo, Washington 98370•(360)598-2126•Fax: (360)598-2127
f
Krazan & Associates, Inc. 20714 State Hwy. 305 N.E. Suite 3C, Poulsbo, WA 98370 (360)-598-2126
Project No. 106-07275 Cyl.Code P13706 Pour Date 1-3-2008 Report No. 33276
weather OVERCAST Jurisdiction MASON COUNTY Permit No.
Project DAPBP Engineer
Location SHELTON, WA Architect
Client MT BAKER SILO Contractor MT BAKER SILO
Field Data site Mix Reported Batch Data
Supplier MILES Plant No.
Cement Type I & I I
Concrete X Mortar Grout Flex Beams Design Actual X
Prisms Grouted Ungrouted Other Mix No. 0165A
Conc. Air Cem.lbs. 611
Temp. Temp. Unit F.Ash lbs. -
Time Truck# Ticket# %Air Slump (F) (F) wt.
10:15 M127 24316 5.0 4.5 54 45 - C.agg.lbs.C.agg.lbs.2 -
C.agg.lbs.3 1732
Sand lbs. 1157
Water 29
Placement Area i
Admixture -
Footings Walls Columns Grade Beams
Other -
Slab/Deck Slab Pilings Other Air Ent.(oz/cwt.) 4.2
Grids TANK, TOP SLAB, SAMPLED AT SAME Water Added on Job(gals.) 8 J
Field Test Methods
Remarks 18.5 YARDS PLACED BY PUMP - MECH CONSOL ASTM C143 N. ASTM C138 ❑.
W/C—.39 ASTM C1064 N. ASTM C173 ❑
ASTM C31 ® Other
Items Inspected
Inspector WILLIAM UGOLINI Reviewed By �C, Conforming Non-Conforming
Laboratory Data Design Strength 3000 Date Specimens Rec'd. 1-4-2008
Cyl. Test Dia Length Max. Comp. Tested Break Lab Test Method
Code Date Age Dim. Area Load Str.(psi) Set# By Type ASTM C39 �.
P13706- 01/10/08 7 4X8 12.54 45805 3,650 JS 1 ASTM C109 ❑
❑
P13706- 01/31/08 28 4X8 12.50 71795 5,700 JS 1 ASTM C617ASTM C1231
P13706- 01/31/08 28 4X8 12.50 77685 6,200 JS 1 ASTM C1019 ❑
P13706- 01/31/08 28 4X8 12.50 74740 6,000 JS 1 Other
P13706-
>Ci Compressive
P13706-
Flexural
P13706-
P13706- Test Results
Remarks FR 91604 Conforming
Non-Conforming
Results Reviewed By 1`� Date Reviewed '7 r6i3
Codes for Break Types: 1. Cone 2. Cone&Split 0
3. Cone&Shear E
4. Shear 5. Columnar(Split)
Mason County Dept. of Community Development
Mason County Bldg. 3
426 W. Cedar
lip,$ P.O. Box 186 (360) 427-9670 Local (360) 482-5269 Elma
Shelton, WA 98584 (360)275-4467 Belfair
Notice to Obtain Final Inspection
October 24, 2008
DAPBP. LLC
PO BOX 637
SHELTON WA 98584
Case No.: COM2007-00121
Parcel No.: 420022400000
Proiect Description: Water Storage Tank. (15-ft tall x 26-ft diameter, 29-ft at the
base)
The Mason County Department of Community Development is currently reviewing all
permits that are expired and have not been approved for occupancy and use.
Pursuant to Mason County Code, Title 14 Building and Construction, a permit and
final inspection for this type of activity is required under the 2006 International
Building Code or the code your permit was issued and your property is currently in
violation status of occupancy and use.
Please contact our office to make the necessary arrangements 21 days from
the date of this letter. Failure to contact our office to make the necessary scheduled
inspections will result in enforcement actions.
To bring your site into compliance, you must schedule an inspection. One (1) $68.00
site investigation fee will need to be paid prior to inspection along with any
outstanding fees currently due on your building permit. For every inspection required
after that, you will be charged $68.00 again, per inspection until final inspection and
conditions are met.
To schedule an inspection, please call (360) 427-9670 ext. 262.
If you should have any questions regarding this notification, please contact me at
(360) 427-9670 ext 595.
l�Sincerely,
Rich Todd Balderston
Mason County Department of Community Development
Cc: Property File
October 24, 2008 COM2007-00121