Loading...
HomeMy WebLinkAbout0554 STRAWBERRY HILL ROAD - Health 71 554 Strawberry Hill Road Centerville A=249 - 164 a li UPC 12534 ' No.2� 15,�OR ' p 1.50 . No. (P ,-3 { t: = Fee 'THE COMMGNV� ALTH OF MASSACHUSETTS Entered in computer: Ves PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Z(ppYication for 30iopotal *pztem Conot.ruction V.ermtt Application for a Permit to Construct( . )Repair Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. G ^f�4 j Owner's Narpe,Add res `'d Tel.No. Assessor'sMap�a2� 45!tZ f ��'r/ . A< C,4� �tL� f�2 G v SA •r 1 Installer's Name,Address,and 161.No. Designer's Name,Address and T N . !A vLGI/ �o.✓f T �J jl r y �✓ Type of Building: Dwelling No.of Bedrooms 2-- Lot Size sq.ft. Garbage Grinder(Al Other 'Type of Building F— S No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 3 d gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1,o ® Type of S.A.S. a,0�_r=4004-F.. �R✓ ooa Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not ioplace the system in operation until a Certifi- cate of Compliance has bee and of Health. S. _..��- � Date Application Appro4db Date Application Disapproved for the following reasons Permit No. Date Issued �' r;a ,.�r..`- ♦ ja":vJw-, N (P No. l :,-"s�: 7 ' J , " � Fee t(' THECMM®4JWEALTH OF ASSCH+J'_ # Entered in computer: 1 Yes PUBLIC EALTH.DIVISION .TOWN OF BARNSTABLE ASSACHUSETTS 0(pprication for Migpool bpgtem Congtructibn Permit Application for a Permit to Construct( )Repair( _,�p rade( )Abandom(A ) O Complete System El Individual Components j Location�Ad ss or Lot No. / G E�TF�G Owner's,Name,Address d Tel No. si2/�rwSc 22i � �� ErA� A.��� f�2 6 cr so .t/ Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel—No/ 77 _�r 36 SJc Type of Building: Dwelling No.of Bedrooms 2" Lot Size sq.ft. Garbage Grinder( 4/ r ', Other Type of Building T No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1a_�- d, gallons per day. Calculated daily flow 3 d gallons. Plan Date Number of sheets Revision Date Title � 1 0 ,0 3 �o�� Size of Septic Tank Type of S.A.S. . T ✓1T a�2s Description of Soil t Nature of Repairs or Alterations(Answer when applicable) .-- Date last inspected: Agreement: `�.. The undersigned-agrees.to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has`bee tted"byr-tom&o f Health '" Si d' / .-- " Date � / ��c� g. Application:A -'rove b r_ - Date - Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compriaice THIS IS TO CERTIFY, that the�On-site Sewage Disposal System Constructed( ) Repaired ( --Upgraded( ) Abandoned( )by at 5 S� �>2 ter/ 2 >' A r has been constructed 'n acTr ance with the provisions of Ti le 5 and the for Disposal System Construction Permit No. o"(0 3 dated �� t 1 Installer /� �4 L /", Designer �� � 6 5 14 IV The issuance of this pe s Il not a construed as a guarantee that the syst in will fun o, si ned. Date �S � Inspector ..__ ,<._. .. No.--�/-_���------------------------Fee l© ©_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS MizpogaY *pgtem ConMruction Permit Permission is hereby granted to Construct( )Repair( ") grade( )Ab on( ) System located at - - S 7 s2�' `'c 2 a 'ii / G,Y C r ,.n✓%,e"a A c. ra i2 1- R A is S� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions , Provided: Construction mu t be co leted within three years of the date(thiis pe i Dater Approved by • - 'Town of Barnstable Regulatory Services Thomas F. Geiler;Director * saxivsTABLF, Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 10/30/06 Designer: Shay Environmental Services, Inc. Installer: ARCH Construction . Address: P.O. Box 627 East Falmouth Address: PO BOX 914 MA 02536 Hyannis, MA On 8/19/06 ARCH CONSTRUCTION was issued a permit to install a (date) (installer) septic system at 554 STRAWBERRY HILL RD, Cent., MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 08/18/06 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. XX I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OFA r`I CARMEN (Instal er's Signatu&/ 0 E. U SHAY No. 1181 $1G/STE?- ®r s-TDN esigner's Signature) (Affix Des p Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form Town of Barnstable Department of.Regulatory Services Health Division Date - • : ' �� � Public I M" & $' 200 Main Street,Hyannis MA 02601 EEO µ►x�` )ram., �D Date Scheduled Time Fee Pd. i Foil Suitability Assessment for _wacQe l) ° Witnessed By:. Performed By: LOCATION & GENERAL INFORMATION Owner's Name Location Address .. S 1�� �t�n i1�� ��,1 �� 1 1P— � Address 1scrry `1� BUT I Engineer's Name Ccry Assessor's Map/Parcel: ,i le g (�T ! _ . f -+q1.Q NEW CONMU�PON REPAIR I Telephone# • Lund Use '��� - Slopes(%)_ ( e]� Surface Stones-14� Distances from: Open Water Body�� ft Possible Wet Area '" ft Drinking Water Well ft 0�S ft Other s Drainage Way-4L ft Property line ___---- SKETCH:($treet name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands inprox,truty to holes) i I i I • i Depth to Bedrock , Parent material(geologic) - j Weeping ftrom Pit Face Depth to Groundwandr. Standing Water in --. Estimated Seasonal i1jigh Groundwater AL HIGH WATER TABLE � D&ERIVIINATION FOR SEAS 0�1 Method Used: �,_- /J �-- ' in. Depth to soil tfl8ttle3; ft Depth Observed standing in obs.hole: In Groundwater Adjusttnent Depth to;weeping from side of obs.hole: Adj.(Actor___ Adj.Groundwater Level,,a Index Well# Reading Date: Index it level-,, PERCOLATION TEST' Date "�"Lcy Observation i TWO at 9" �.t -�- Hole# �D"l9gn Tlmeat6" Depth of Pere (V1 N� Time(9"-6 Start Pre-soak Time. _19 ") • I End Pre-soak t-�- Rate N(in./Inch site Failed; Additional Testing Needed(YIN) Site Suitability Assessment: Site Passed`/ • ; Orig inal: Public He'�Ith Division 'Observation Hole Data To Be Completed on Back---------- ' you must first notify the / ***If percolation test is to be conducted within 100 of Wetland,to' eginning- / Barnstable C� nervation Division at least one(1)we&p DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil i Other Surface(in.) (USDA) (Mansell) Mottling (Strucpre,Stones,Boulders. on ten Gravel) Lifs Jj . LJo�e DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) ;DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) {USDA) (Mansell) Mottling (Structure,Stones,Boulders. on i to Grave :DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Starves,Boulders. ConsistencL Crani) ' Y Flood Insurance Rate Map: , Above 500 year flood boundary No— Yes Within 500 year boundary No I Yes Within 100 year flood boundary No Z Yes Depth of NaWaHy Occurring Pervious Material Does at least fo4r feet of naturally occurring pervioti material exist in all areas observed throughout the area proposed Or the soil absorption system? Q If not,what is the depth of naturally occurring pervious material? Certification I certify that on. L D (date)I have passed the soil evaluator examination approved by the Department of nvironinental tection and that the above analysis was performed by Me consistent with . the required trainin , x e e rience described in 310 CMR 15.017. Signature Date I 1 Ol a(P QM.E1710PERCl ORM.DOC o a'-p• f b 4 6 > e ro> t s� is sY Os Oa of x> > 6 pro 0 \E I I .a.9xa/• p II � ' ' > ThefmwTY�PGvS gll Sg e II o> 0 II II II li ---------------------- TZ' t/ex o/e•I � Ander a I Bolo-5(wide mull) s/ove/6 Otl Z d ox II 5 P Ander n.PW„000BAroF' � Q II II yyo i i I 2 II I Andaroano l B4G-2(wide mull) } II u II II ; II II 0 II t/exo/e• " - pc\•• S f o> 0 z i t N Q I I \v V V f > V n 0 > o • e � O V f` 4 O p,_p° _ (J Copyright®200bby Itennethbadler Associates: DRAWN BY: -j70 Theaepinnaarepro[ectedunder,Pedernl PROJECT- Garage/Livingrvvm and f3edrvvm Addi{-ion far: m + > OopyrlghtLnws.Theorlglnalpurcheaerofthis Pry jest# 1 (555 ILENNETHhAPL-ET.1P—. plan Is authorized to construct one end only one home usingthwthou expre—Ittr 1 1� �� Professlona18u11ding Designer (!\ reuse la prohlblted without expreaawrRten 1GH 1� ePO N0 permisslon of the Dealgner. .. enl Any elac errors ene/or mieM REVISIONS: ... ; n s is �—� e�"h Sadler� soG {-es! o-aWing he notes,eon eheeee wmenta Met.brought to th..ttehtt.h.f �.I i..... fPf O Preliminary Designs 1 O/9 1/OS -- - t 01tu nz�rier to Pro w1me uhent evited�esi ns 1/2/0� P essionalbuildingdesign r7r74 h'I'rawkverr),Hill load ro 9 ...;..... ._.... .. eanseruetion eonatlwtea them t9rce commercial•residential--'"j'-"j""""' Gonttruc}ion Plan.2/1 9/O!o I vl nee deny ...I.....� .... Genker 'lie, dlxrepenGeaarorre aM/ar am ealane P.O.Box 1149•Hyannla,MA o2601•50B.T90.9922 became t reeponalblity of the +--}kaadleraksadealgn.com•wwwkaedeslgn.wm-j---.....i... ew'diNcont a-, .I' 90'-O` • • ' DL ` c - 7 ' o s^'3 ` 19'-Yq/4` 9'-Oq/4• Po�O• 9'-al/P• oao�"May[3 t e = ag"gso�q S m' °oag a 43 � 7 d oP3nPP°YEEa t c �6 a . c _O a Andcra1--,4- 7/ I I I " I I pE77�00M•I 1 _ 44 - � . 19'-Z"%I Z'-9w I hndaracnm rW 244(e-4l wider mWl) y I I k I I L A I I A � ee L .• hndcramnmrW2441e I -- -- -- -- I � 6` \` V � i um<am.idm o i W q' i <hcHinq[ty,J j I I _ I I a I I Q- N Andmrccnm rW,a 4!m o 17 r.o.11 0 1/B"x 4'-e>/e` I I • I T va.a/ o „ r- I rm.5'-9 o/o•x4'-a>/c• o _a ..:-- ._°ry.;-. <h4eingltyP'I I \ ' ud'm lint � a inq w4%a ii � ;7, '1-'• OC. 'F s' a Av4r<cnmr 492-2[wido mull) I I p�D�00M•2 Ii i' _ _ _ _ I a p 0 4•x a'-4>/p• 1/ I _ 4-----------1----- " f I, pailm n. I a o q I 1 I I 1 1 I I 1 ------- -- f c--I 0 I " I 9" O I /I\\ c JI• �_ v�t" O\4 o / ___________ ___________ ____ \\ 9- a5 0 0 O / Nmw<athadrid uillnq \\ _ � - " Qd R� / I D" tl`••p sd tl `s , 9 c ,4•e DRAWING TYPE: _ Moor I f'an ' - - SHEET NUMBER: Not.: . - , hn H.awmmant<l oimcm«Doer ara to `'-O•--- 9'-O` /^-O• Y!d-O• ba aito~ifcd by e-A Gmm#ro<tor ' of time of r-onatru<tlon � � O O t >rti+v i is Frdalbs•d"' � ,' _ • 3-24' DIAM, ACCESS MANHOLES ♦ I �f ,� 1 1 • � _ •�, �Nf�h �chaol " VENT PIPE ((O Least 24 Inches tall) 554 ptroavb rry H111 Rc NOTE: ALL PIPES ARE TO BE 4 SCHEDULE 40 P.V.C. Schedule 46 PVC w/Charcoal Odor Filter SECTION A -A INLET 1 l - ` a T )' �F Existing Foundation house to'sept c tank PROFILE VIEW OF LEACHING SYSTEM INLET D-BOX cover must be �� THE ACCESS COVERS FOR THE SEPTIC TANK, i;ssrnsrtal,tstee TOP OF FOUNDATION - ELEV. 100.00 (Assumed) SepIn tank coven must a wlthnn a In. of finished grade Not to Scale �' DISTRIBUTION BOX AND LEACHING COMPONENT +Q within a In. of finished prods ` SHALL BE RAISED TO WITHIN 8' OF ' Oracle over Septic Tank- ee se Oracle over D-sox- 98.00 ode ever SAS - ee oo a �" �" "�,7-"• ^x '"'''"'T'��•�' SHALL B GRADE. ` _r I' I - I e'as ud Peaefane ,.r n ,P•'rnr: A �. M a �• Is t to " Irsah"OVA"/son •STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TITE GAS BAFFLES OR EQUALSNOR 3 HOLE H-10 4• PVC(CAPPED)INSPEC1fON PORT TO BE ON ALL OUTLET TEE ENDS i t s - 0.02 P LAN VIEW L NEW IST. BOX 3' Maximum Cowr Top Or System- Qw. - e4.7a INSTALLED AND TO BE 1NTHM a OF GRADE 3-24' REMOVrLE COVERS 35' 5-0.01 or Creator p rP p /-radST.teo. r;, rXIST. P[P g 1,500 GAL. S- 0.01• FROM EXIST, FOUNDATION SEPTIC TANK g 13' Per toot ---� @rsaoe hYwmaoR a ,�aoa NrVlo .-a u 0O1 $ n o a' Effective Depth 24 afleottve .__ CONCRETE FULL FOUNDATION DO ^ + - 1 min. clearance -': y 4• + `• t H-,O „ rn _J.Sidewalt INLET e�min, 2 min Inlet to cuGet , ,r" GENERAL NOTES 8 >y �' g 3 Units 9 7' ■ El' --"�-'- e•nef OUTLET e Kof 3/4•-1 1/2• 'e II II .f S 1, I o'mm, Lfq-TdT.vN µ ? 1, Contractor is responsible for Di safe notification SYSTEM PROFILE > compacted stone a, 3 4 3 -~ s -r ' - I and protection sp all underground utilities and pipes. Not to Scale o 76 II S �' f a -7• 7 9, e° ' � °� 4'-0• m1m 2. The septic tank a l distri 4ion box shall be set # . c c Effective Width ,� Effective Length �s ~ Liquid depth 1 level on 6" of 3�4 -1 1p2 stone. 3. Backfill should be clean sand or gravel with no e In,of 3/4•-1 1/2' > . compacted stone c s system is subject to inspection Burin 4.SOIL ABSORPTION SYSTEM (SAS) t' stones over 3" in size. a , • • ' ibi'sr •t• .. ; . ,.: .. �.. This J P 9 installation NOTE: ALL COMPONENTS MUST HAVE RISERS To WITHIN 8" BELOW GRADE m° INFILTRATOR MODEL 3050 (H-i?0 LOADING)/ SUMNER & DUNBAR to'-o• e' _e• j ,; Bottom of Test Hole 1 Elev.-e7.00 OR EQUIVALENT by Carmen E. Shay - Environmental Services, Inc. Groundwater Observed - NONE OBSERVED ( ) CROSS SECTION END-SECTION 5. The contractor shall install this system in accordance '---"--""---'""---------"'-"-- NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT IS 24" with Title V of the Massachusetts state code, the approved plan TYPICAL (H- 10 LOADING) 1500 GALLON SEPTIC TANK and Local Regulations. 6. If, during installation the contractor encounters any NOT TO SCALE soil conditions or site conditions that are different from those shown on the soil log or in our design installation must halt & immediate notification be made to Carmen E. Shay - Environmental Services, Inc. 7. No vehicle or heavy machinery shall drive over the PERCOLATION TEST P 1 1377 septic system unless noted as H-20 septic components. B. Install Tuf-rite gas baffles or equals on all outlet tee ends. Date of Percolation Test: AUGUST 10, 2006 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes. Test Performed By: CARMEN E. SHAY, R.S., C.S.E. 10. All solid piping, tees & fittings shall be 4" diameter Results Witnessed By: DONALD DESMARAIS ( Barnstable B.O.H.) EXCAVATOR: Shay Env. Svcs. Schedule 40 NSF PVC pipes with water tight joints. 97 Percolation Rate: Less Than 2 MPI 0 48" 11. MUNICIPAL WATER IS AVAILABLE TO THE SITE and Surrounding Test Hole Test Hole G Properties. ' No. 1 No. 2 r DEPTH SOILS ELEV. DEPTH SOILS ELEV.'' 01' �� 0 98.00 0 98.00': IYIIIE: 115• , f THE PROPERTY LINES ARE APPROXIMATE AND LOT #19 Sandy Loam Sandy Loam COMPILED FROM THE PLAN BY TERRY A. WARNER, PLS f ' 10 YR 3/2 10 YR 3/2 ENTITLED " CERTIFIED PLOT PLAN OF554 STRAWBERRY HILL RD 16,927 Square Feet +/- SHED7. AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN s 50 0•-6"A A 97 50 CENTERVILLE, MA, DATED OCTOBER 31, 2005 - D-Box �'onoom IT SHOULD BE USED FOR NO PURPOSE OTHER THAN leach Pit "' THE SEPTIC SYSTEM INSTALLATION. F p' 10 YR a/e t0 YR 5/e 97_., - SFR►'F, � �';Vk, • r••��1d 2• 8"- 48" B. 96.00 8"- 4-b- B 96.00 0 r Medium Medium " ,• • "1;• Sand Sand NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE TEST HOLE #1 1 29 y"`'• f 4" PVC Za Y 7/4 2.5 Y 7/4 FROM THE EXISTING LEACH PIT TO BE DISPOSED 'ELEV.- 98.00 Vent 48"- 132 C, A7.nn, we" - 3 OF AS PER BOARD OF HEALTH SPECIFICATIONS. NEW 0 PROJECT BENCH MARK 1500 gal. 0 EXIST. TOP OF FOUNDATION Septic Tank 1000 al. EXISTING LEACH PIT TO BE PUMPED DRY & g FILLED IN PLACE _ Septic Tank 2 ELEV. 100.00 (Assumed) 1 .8' TO BERE_M_OyE11_ ------ - _ ASSESSORS MAP - 249 PARCEL - 164 ZONING - RESIDENTIAL /� NEW • TEST HOLE #2 / - A. I Perc #1 FLOOD ZONE C ELEV,= 98.00 ADDITION EXISTING 1 Depth to Perc: 50" to 66" - 2 BEDROOM 1 Perc Rate= 2 MPI tT / Groundwater Not Observed � WETLANDS ARE' HOUSE ) _ No Observed ESHWT OF THE PROPERTY LOCATED WITHIN A 200' RADIUS ADJUSTED H2O Elev. �- N.,ne i #654 / i NEW / / GARAGE ��� / / ALL OUTLET PIPES FROM THE LEGEND 6 \ SETDISYNIOU71ON BOX SHALL BE SET Li1�EL FOR AT LEAST 2 FT. 12' CONCRETE COVER 3 e•OUTLET w•. ,i,+, EXIST, �� KNOCKOUTS 8X0 DENOTES PROPOSED j DRiVEWAf i - - se" 12' INLET SPOT GRADE i DENOTES EXISTING 1,7a• X 104.46 SPOT GRADE •a'�, \\ ,'' ' PLAN SECTION CROSS-SECTION PL PROPERTY LINE 3 HOLE DISTRIBUTION BOX - H-10 LOADING PROPOSED CONTOUR i' \\ 1 NOT TO SCALE 97-- - - - -97 EXISTING CONTOUR I l es qn Calculations DEEP TEST HOLE &PERCOLATION TEST LOCATION Number of Bedrooms: 2 Equivalent to 220 Gal./Day (330 Gal./Day Min. per Title V) \ Garbage Grinder: No �.-.--..� FENCE Leaching Capacity Proposed: 330 Gol./Day Minimum (Min. Per Title V) Septic Tank : - 2 x 330 Gal./Day - 660 USE NEW 1,500 GAL. Septic Tank. SOIL ABSORPTION AREA: Using percolation rate of <2 min./Inch - PRIVATE DRINKING WATER WELL Bottom Area: 0.74 gal/sq. ft. x 290sq. ft. - 214.6 gallons \ Sidewall Area: 0.74 gal./sq. ft. x 156 sq. ft. = 115.44 gallons REVISIONS Providing: - 330.04 gallons Use: (3) 3050 H-20 INFILTRATOR CHAMBERS, HAVING_ A 4 EFFECTIVE DEPTH, NO. DATE: DEFINITION (4' W x 7' L) TO BE USED WITH 3' OF WASHED STONE ON THE SIDES AND ' 4' OF WASHED STONE ON THE ENDS. #1 10/18/06 AS-BUILT AS - PREPARED FOR : BUILT �� SUBSURFACE SEWAGE DISPOSAL SYSTEM OF \\�'`• \��� ��� RICHARD ARNESON554 STRAWBERRY HILL ROAD �?� `���'�\�'`• 0 20 40 50 554 STRAWBERRY HILL ROAD CENTERVILLE, MA CENTERVILLE, MA 02632 PREPARED BY: SCALE: 1 =20 0� GN� CARMEN Ee SHAY (40 F ENVIRONMENTAL SERVICES, INC. 00;r. HA R/CyT ° P.O. BOX 627 0 OPwqy� l� ��� (STEM``` EAST FALMOUTH MA 02536 SANITAR\P� TEL/FAX : 508-539-7966 SCALE: 1"=20' DRAWN BY: CES DATE: AUGUST 18, 2006 PROJECT#SD-958 FILENAME: SD958PP.DWG SHEET 1 OF 1