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Decision 3896 - Sewage Disposal77, Test Date: NOVEMBER 8, 2004; Witness: Bruce Murphy, RS, Yarmouth Health Dept. PERFORMED BY Robert M. Perry, P.E. elevation depth (in.) horizon texture color mottling other 13.2-12.2 0-12 A loam. san I OYR 3/3 ry 12.2-10.7 12-30 B loam. sand I0YR 5/ 2 10.7-8.2 30-60 CI loam. sand IOYR6/6 p 9.2- 3.2 60 -120 .C2 fine sand slight difference SCI - C2 Parent material: Glacial Outwash, Lakebed deposit Depth to Groundwater. 42 inch depth ( elevation =9.7) Pere. test data: Sample taken for sieve analysis; Field estimated at less than 5MPI, greater than 2 MPG See monitor well data for estimated high groundwater elevation. 14 INSPECTION NOTES - n 10YR 3/3 ry INSPECTION N I - ENGINEER SHALL INSPECT WHEN THE REQUIRED 8-24 EXCAVATION IS COMPLETE )n 7 INSPEM- ON N 2 - ENGINEER SHALL LOCATE AND STAKE FOOTING PRIOR 2 TO POURING PROVIDE A PRESSURE DISTRIBUTION DOSING EFFLUENT PUMPING SYSTEM FOR INSPECTION N 3 - ENGINEER SHALL INSPECT FOOTING LOCATION AND v C REB.AR PRIOR TO POURING OF WALL p INSPECTION N4 - ENG M. ER SHALL INSPECT WHEN CLEAC FILL W'ITII A p J` ? h PERCOLATION RATE OF LESS THAN 2 MINUTES PER INCH HAS BEEN Z PROPERLY DEPOSITED SHALL INSPECT WHEN THE COMPONTN I S O TETE S .CTION N 5 - ENGINEER INpp • C ''+ Z THFkkSFPTIC SYSTEM AND THE PUMP RSFCHANISMS HAVE BFEN INSTALLF O SETBACKF`T.A(LANCET LINE) TO THE PROPOSED SAS FOLLOWS: DEEP OBSERVATION HOLE N2 SYSTEM_ . SET TETHER FLOATSWTICHESASFOLLOWS; (WI INLET INVERT Scale: i Iii,920ooff• Test Date: NOVEMBER 8, 2004; 1ELEVATION PER PIAN) 1. (= G E N D Witness: Bruce Murphy, RS, Yarmouth Health Dept. • "PUMP ON" 11 I.N. ABOVE TANK BOTTOM • 'PUMP OFF" 6 IN. ABOVE TANK BOTTOM -E3-PD - ROPOSECCNIOV(Z UNE r-, j Rr1Ft>s60 R1=5GRE YG AREA a PERFORMED B1' Robert M. Perry, P.E. • "ALARM ON" 13 EN ABOVE TANK BOTTOM elevation MONiTOR WELI, LOG717 horizon texture LF. 5 V'ARLVNC F.S PU\IP $VSTFM SPECIFICATION; 12.8-12.1 0 - 8 A loam. sand 10YR 3/3 i 310 CMR 15, 211 (1) MINIMUMI SETBACK DISTANCES 8-24 DATE INSTALLED I I'll/ 04; CASING TOP EL. IOYR 516. i 10.11-5.8 PROVIDE A PRESSURE DISTRIBUTION DOSING EFFLUENT PUMPING SYSTEM FOR C 1 fin sand e IOYR6/6 p = 15.1 HCVD L A 6.5 FT, VARIANCE FROM THE REQUIRED 10 FT. PROPERTY LINE RESIDENTIAL SEWAGE DISPOSAL SYSTEMS SPECIFIED AS DATE TETE lf7 T ? / ji C 1 Y J O PRoposFD PVMP CH/^,PrQ O SETBACKF`T.A(LANCET LINE) TO THE PROPOSED SAS FOLLOWS: -_ • • •+•+*- - .. - • -• --- -----•-- --.-. TIDE DEPTH ELEVATION 2. A 2 FT. VARIANCE FROM TIFF, REQUIRED 10 FT. SETBACK BETWEEN PUNIP CHAMBER- SHOREY MFG. S FT. INSIDE DIAMETER ROUND TOCOMPLETIONOFBACKFILLING L ELEVATIONS REFER TO NGVD. ELEVATION BENCHMARK ISTHF TOP OF THE EXT5TENC HOUSE TANK ANTI-BUOYAN`CVRF.OUEREIIIENTS 2. FOUNDATION, CONTACT CAPE COD ENGINEERING,INC. FOR ADDITIONAL ELEVATION INFORMATION. PLAN BEEF RENCE:-SITE PLAN OFLAND PREPARED FOR 53THACHERSROREROAD' PREPARED BY -L H-20 PUMP CHAMBER W'12C ACCESS MANHOLE; USE 4 FT. BIGIr 12/1N4 4:OOPM IIIGH 64 IN, GROUNDWATER ACCORDING TO CALCULATIONS AND TANK 5. THE PROPOSED SAS AND A FOUNDATION (CRAW SPACE.). BASE SECTION M4N1f6LF FL4 T TOP MOLD, W1 5" THICK TOP. - 1212/04 11:00 AM IOW 6. 9.5 3. A 60 FT. VARIANCE FROM THE: REQUIRED 100 FT. PLACE 4 NCH INLET KNOCK -OUT NVTRT 6INCRES BELOW 12/17/04 5:30 PM CHAMBERS AND SHALL BE COMPLETELY REMOVED FROM TI3ESITE. 65 IN. 9.7 INSTALLATION CONTRACTOR SHALL VERIFY THY RENOVATED SEPTIC SOH, PIPE CONDITION PRIOR It (YARMOUTH) SETBACK BETVEF N THE W'F.TLAND AND THE UPPER RM OF BASE. THIS ALLOWS A CAPACITY OF 432 GAL 12/18104 FT. IS SUBMERGED; 4,118 LBS PER FT. z 18 532 LBS. BUOYANT FORCE. HIGH 63 IN. 9.8 PROPOSED SAS. (10 FT. VARIANCE FROM THE TITLE 5 REQUIREMENT ABOVE THE WORKING LEVEL 12:00 noon LOW 64 IN, 9.8 OF 50 FLY PROVIDE A MEDIUM DUTY, CAST IRON RING AND COVER FOR 115105 7:30 AM HIGH 581N. IOJ 4. 64 FT. VARIANCE FROM THE REQUIRED 100 FI. (YARMOUTH) PAVED DRIVEWAY ACCESS APPLICATION. i 115/05 1:30 PM LOW' 57 IN. 10.4 SETBACK BETWEEN A COASTAL BANK AND THE SAS. ( 14 FF. PIMP: MYERS SRM .4 ; PROVIDE QUICK -RELEASE COUPLING 1110105 1/10105 12:30 PMI 6:00 PM HIGH LOW 561N. 10.5 VARIANCE FROM TH E TITLE 517 EQU1 REMENT OF 50 FF. FOR FORCE MAIN CONNECTION. - • LEVEL CONTROL AND ALARM SWITCHES SHALL BE SEALED, 1111/05 11:45 57 IN. 10.4 S. 5 FT, VARIANCE FROM THE REQUIRED 25 FT. SETBACK BETWEEN TATE MERCCRY FLOAT SWTTCHM CONNTCTEDTHROUGR A NEMA 4 1111 105 $:30 PAI HIGH 561N. 10.5 WETLAND AND THE PROPOSED SEPTIC TANK. JUNCTION BOX ATTACRED ABOVE THE CHAMBER HIGHWATER LOW 58 IN. 10.3 6. 10 FT. VARIANCE FROM THE REQUIRED 25 FT. SETBACK BETWEEN LEVEL WIRED IN ACCORDANCE WITH STATE rLFCIRTCALCODr 1112/05 1:30 PM HIGH 60 IN. 10.1 THE COASTAL BANK AND THE SEPTIC TANK. REQUIT EMEN M. ELECTRICAL PERMIT MAY BE REQUIRED. 7. 1Fr. VARIANCE FROM THE REQUIRED 5 FT. SEPARATION BETVEEN • PUMP SHALL BE ON SEPARATE ELECT. CIRCUIT FROM ALARM GROUND ELEVATION AT MONITOR WELL" 13.2 THE ESTIMATED HIGH GROI'NI+W'ATER AND THE PROPOSED SAS• BOTTOM ALAARRSYSTEM. M SHALL BE INSTALLED LATHE BUILDING SERVED BY THE DEEP OBSERVATION HOLE N2 SYSTEM_ . SET TETHER FLOATSWTICHESASFOLLOWS; (WI INLET INVERT Scale: i Iii,920ooff• Test Date: NOVEMBER 8, 2004; 1ELEVATION PER PIAN) 1. (= G E N D Witness: Bruce Murphy, RS, Yarmouth Health Dept. • "PUMP ON" 11 I.N. ABOVE TANK BOTTOM • 'PUMP OFF" 6 IN. ABOVE TANK BOTTOM -E3-PD - ROPOSECCNIOV(Z UNE r-, j Rr1Ft>s60 R1=5GRE YG AREA a PERFORMED B1' Robert M. Perry, P.E. • "ALARM ON" 13 EN ABOVE TANK BOTTOM elevation depth (in.) horizon texture color mottling'.; other 12.8-12.1 0 - 8 A loam. sand 10YR 3/3 i 12.1-10.8 8-24 B loam. sand IOYR 516. i 10.11-5.8 24-84 C 1 fin sand e IOYR6/6 p 5.8-2.8 84 -120 C2 med. sand slight difference CI - C2 }3Ij 1 QISLNTENDE Parent material: Glacial Outwash, Lakebed deposit Depth to Groundwater. 40 inch depth ( elevation -9.5) Pert. test data: Field estimated at les�s"Pan SMPI, S greater than 2 MPI. See monitorcult data forestimated high groundwater elevation. THEPR AS A BARRIER WALL, CRETE I • TITLESNOTE: 5 INCH DRAW -DOWN -APPROX. 55 GAL/ DOSE;4 - - x EXI�TINCS CONTt3VTZ. %XK 1EX19MNO SPOT 7-LEVA710NS DOSF% I DAY:500 GALAGLUME ABOVE WORKING LEVEL %N ,6 CONTACT CAPE COD EVGr.gF.RNG•INC. PRIOR TO EXCAVATION TO SCISP.DCL.E SOILVYRIFTCATto, -'W-WATEC2 LINE I �T-HOLT LOCATION r Hot wSJZTY INLET N INCHES ABOVE TANK BOTTOM. S ® Pt7OIbsmD I z'o v6•SEPIIC USN a P LINE • PROVIDE AGATE VALVE ON THE FORCE MAIN INSIDE?FTE PUMP CHAMBER ADJUST FLOW TO MANIFOLD ACCORDINGLY TO ❑ r+t7 sriD DISIRJBVIION sox KAY L _7 PROFUSED SPI7T'EL.EVA7ION MAINTAIN 2.5 FT. PRESSURE HEAD AT DISTAL END OF EACH f'.'f / ! /- T:::: 1.� c,• - b - - - © PROPI'75Cp SAS _V_ UNt S%MGPOUND UTIL1TNf LATERAL • PROVIDE CHECK VALVE ON I" FORCE MAIN INSIDE CHAMBER ' lf7 T ? / ji C 1 Y J O PRoposFD PVMP CH/^,PrQ O vtraq yrr Cfr L. (.Ht DA/,T PROVIDE I75" WEEP HOLE ON FORCE MAN IN CHAMIB£R ON TH);• -_ • • •+•+*- - .. - • -• --- -----•-- --.-. SAS SIDE OF THE CHECK VALVE. - - SHALL CONSIST OF A CONTINUOUS STAKED, „. ,� • PUMP, SYSTEM PRESSURE AND ALARM SHALL BE,'FLSTFb�PRIOR ' MUST BE BACKED BY AN IMPERVIOUS LINER, GENERAL NOTES TOCOMPLETIONOFBACKFILLING L ELEVATIONS REFER TO NGVD. ELEVATION BENCHMARK ISTHF TOP OF THE EXT5TENC HOUSE TANK ANTI-BUOYAN`CVRF.OUEREIIIENTS 2. FOUNDATION, CONTACT CAPE COD ENGINEERING,INC. FOR ADDITIONAL ELEVATION INFORMATION. PLAN BEEF RENCE:-SITE PLAN OFLAND PREPARED FOR 53THACHERSROREROAD' PREPARED BY / -.F _ Y._-�-�. -, STEPHEN J- DOYM PLS, DATED JANUARY 27, 2004 PRECAST TANKS SHALL BE RENDERED NON -BUOYANT IN 3, 4. ZONING DISTRICT: Roo - , ' COASTAL FLOOD 20 -NE 'AW FIR M. PANEL 25"0[50001 D AS REV. JULY IMI GROUNDWATER ACCORDING TO CALCULATIONS AND TANK 5. ALLSEPTIC SYSTEM CONSTRUCTION MATERIALS AND PROCEDURES SHALLCONFORM TOTHE STATE - WEIGHT AND INSTALLATION PARAMETERS AS FOLLOWS: DI57LTtBFD GROUND IS STABILIZED SANITARY CODE, TITLE S AND TOWN OF YARMOUTH HEALTH BOARD APPROVAL FOR THE DESIGN... IS. tt0 SEPTIC TANK MALL BE COMPATIBLE FOR A'MICRS>FAST' IOD d MOD - 6. TOWN OF YARMOUTH ZONING BOARD OF APPEALS AND CONSERVATION I1-20, 5 Ff. ROUND PLUMP CHAMBER: WT. - 10,600 LBS., FULL 7. COMMISSION PERMITS AND AUTHORIZATIONS ARE APPLICABLE TO THE PROJECT. EXISTING SEPTIC SYSTEM CONSISTS Of AN EXISTING SEPTIC TANK AND LEACHING DISPLACEMENT -9,5191,13S. COUNTERWEIGHT NOT REQUIRED. CHAMBERS AND SHALL BE COMPLETELY REMOVED FROM TI3ESITE. S. INSTALLATION CONTRACTOR SHALL VERIFY THY RENOVATED SEPTIC SOH, PIPE CONDITION PRIOR It 11-20,1500 CAL SEPTIC TANK: VVI. = 2I,230LBS; DISPLACEMENT - 4-5 P. MAKING CONNECTION TO THE MICRO -FAST UNIT SEPTIC TANK 1 AS FT. PTRMETER EXCAVATION IS RF,QUIRFD T'OREMOVE THE SURFACE SOILS AVD OTHER , -' FT. IS SUBMERGED; 4,118 LBS PER FT. z 18 532 LBS. BUOYANT FORCE. UNSUITABLE SO1L THF. EXPECTED DEPTH OF REMOVAL L530INCITES SU".C7T TO INSPECTION. BACK COUNTERWEIGHT NOT REQUIRED. FILL WITH CLEAN SAND MEETNG TITLE. S SPECIFICATIONS FOR FILL CONSTRUCT TILE SAS IN THE - NEW MATERIAL- PARTIALLY SUBSURFACE, WITH NO '. '�---.....--- - -_"�..�- � /8'�' _.._.._� ` ,6 CONTACT CAPE COD EVGr.gF.RNG•INC. PRIOR TO EXCAVATION TO SCISP.DCL.E SOILVYRIFTCATto, STRUCTURAL REQUIREMENTS ASA <,+fe� r CONSERVATION NOTES S It. TYSTALrqsPrc-noNsr . FOUNDATION. TOP WALL ISSPECIFIED AT '' 1. - r , 7 nC t ^ INSTLLER&HA LLCO'.YFACTYNCTN'EERATTLMEOFSYSldMCOSSPLETIrnuLESY5TEM ON EL a lj-S• CQVSTRUCTED LN SANDY SOH.. 7TIE C WALL HAS NO SPECIFIC RE [FIREMEN? FOR Z lr ,/ _ __ \ - - /® -• ��' 'S TiEE. - s ' / f'.'f / ! /- T:::: 1.� c,• - b - - - L THF. WORK LIMIT SHOWN SHALL BE FITTED W'ITH A SILT FENCE AS RE UIRED BY THE Q AND AS- BL7LTMEAst7tlNc ASRYQtmtED 12 CONTACT ENGINEER FFANY QUESTIONS OR DOUBTS ARISE REGARDING 50H. f0`/DRTOYS ENCOUNTERED EER FF CONST'RU'CTION BELOW -FROST DEPTH". BUTG lf7 T ? / ji C 1 Y J - .i) / CONSERVATION COMMISSION. THE FENCE 4 CONSTRUCTION 93. NO KNOWN WELLS EXIST WTTHIY2w FT. OF THE PROPOSEII SfPTFC 6YSTYM 7iiE STTY [S SERVED BY MUST HAVE A MINIMUM OF 2.0 FF. DEPTH, AND T�"9 N �' '� __. _ \4 SHALL CONSIST OF A CONTINUOUS STAKED, „. ,� TOWN WATER . - , - - MUST BE BACKED BY AN IMPERVIOUS LINER, 5 ' ' (� % FF/>: M JF F+-/ " T : /✓ :r Iz- ` ' DUG- FN FABRIC SILT FENCL THT SILT FENCF }� '' I4 ALL STOMP USED N THE SAS SHALL RE OF THE CLPANPST VARIF7Y, DOUBLE WASHED SLEUECT TO CONTINUOUS AO MFL THICK VINYL SHEET. / -.F _ Y._-�-�. -, �� �\ SHALLREMAIN IN PLACE Ufal, THE \ INSPECTION - - - . 1 � = s �: . , v +- DI57LTtBFD GROUND IS STABILIZED I, IS. tt0 SEPTIC TANK MALL BE COMPATIBLE FOR A'MICRS>FAST' IOD d MOD - APPLIED PRIOR TO BACKFRJ_ ♦ REL'NTORCING ROD IS NECESSARY FOR CRACK,I \, CONTROL, TWO CONTINUOUS LENGTHS -( •' " _ - (LAPPED)OF / 3 BARS SHALL BE SET AIANG TILE ) F �/ 'I- _ '- - .\,+ ENTIRE WALL, LAP SPLICE ON BARS SHALL BE - /- Q - - \ , NO LESS THAN 6 INCHES PROVIDE EQUAL 1 i /// JO ± L-- V' o SEPARATION BETWEEN BARS, W/ 2" CONCRETE z. COVER OVER BARS IN ALL DIRECTIONS SEE I DETAIL' • KEY WALL INTO FOOTING WITH ADDITIONAL REINFORCING RODS I I I 'T lx. �;✓ /�" """ ♦ CONTACT CAPE COD ENGINEERING, INC, FOR Ili ADDITIONAL INFORMATION IF NEEDED. h - 2 o -x 7-- I '�/ `j T ' - ' J k �I //.7S '-.._.. /4 /4X8 L 15-- ��_ ,l SET -TIC S,YSTL-M -NO ff /�I- 'ANIa LE 6 COVER -Mt N.DIA -24. fEsa�U4NT U�•T0 : - - ^'f0. p,.rr c- / . �.•¢ 6-Yr.T f,9 ,-` cn. 1=1Nl�SF{ED GPFaDc / �4•-. ,r...:•� r Cr F':• .- ., <.E ..,. .. /�/;Fr vC-c7c� . , - .. rar � .-. - / .} � � r.' -a 1 LS w, TN i! 7F � tl Tr.v. .•; ,.�� IXI +E I,. 7!G r» F/,�1 <"A•• C /fes 2 7 27 ' I w .. _ r -1 _ ___.___ , /I L T WARE. <ks / SE. v, cE .r .Z! C 7-N/-2 C s � 1? 1�T20F1 LE' t,_L3� S PROVIDE AN FENCE S CII,Y. PROVIDE ALTERNATIVE SILT INSERT TYPE TANK Tt-3o. Sr! THE DESIGN - TCH'ICATIOVS ETLrW. . FENT! SUCH AS MYAALES IR NEEDED AS ♦ IC A CONCRFT T BARRIER WALL IS RFQ1. FRED TO MEET THE TITLE S SLOPE REQUIREMF.M, TISf BARRIER DIRECTED BY THE CONSERVATION - .WAG:'SHAT3.BF FACED WITH NATIVE FIELD STONE WHERE IT IS NOTCOMPLETFLY MASKED WITH COMMISSION VEGETATION. THE WALL IS NOT A STRL'CIVI ALSUPPORT WALLA." MUST BE DEVLLOPEDONLY TO 2. SEE LANDSCAPE PLAN BY AfINATIVE RESIT. RABOTTIV SUITABLE DEPTH TO RESIST FROST ACTION. SEE DETAH,ON CROSS SECTION, PROVIDE RE.11.4R FOR AMDTING .UIDFLTES OR NATIVE RESTORATIVE Iy CRACK CONTROL ONLY. PROVIDE A MIN. 40 MEL THICK VINYL SHEET CONTINUOUSLY ON INSIDE OF PO CONST CU TION -ES BARRIER WALL FROM ELEVATION I3.5e TO LLEVATtON. 10 s. OY'ERI.AP SPAMIS4 FT. AND USE SHAJ NO LL OCCUR ON T_ RELATED ACIDITY I i:. ',' APPROVED ADHESIVE ON OVERW JOE\TS WORK ON THE WETLAND SIDE OF THE i ,7 • ' WORK LIMIT 1. ROOF DRAMS SHALL BE DIRECTED TO t DESIGN DATA SUITABLY- SIZED DRVWE LLS FOR STORMWATTR RUNOFF CONTROL i i IYDRAULIC LOADING- 2 BEDROOMS X i IOGPDBR-220.0 GPD 5. INITIAL SOIL STABILIZING SHALL BE I 2 f` SEPTIC TANK DESIGN ACCOMPLISLHD BY APPLICATION OF MULCH - AND I OR LOAM AND SEED WEATHER ` �` e Q 200% X220 GAL., - 440 GAL. - PROVIDE 1500 GALLON, H-20 PERMITTING. �• (SEEPROFILE FOR ACCESS COVER SPECIFICATION'S) 6. REFER TO ANYORDFROFfONDiT101V5ISSUED i PUMP CHAMBER SFT. DiANI.ROITND-11-20 FOR TIT. PERFORMED WORK ACTIVITY BY THE YARMOUTH CONSERVATION COMMISSION. I SEE PIMP SPECIFICATIONS FOR PUMP SYSTEM DATA SAS DESIGN PERCOLATION RATE LESS TITANS "IPI LONG TERNI HYDRAULIC MAD RATE- 0.74GAI./S.F. SIDEWALL AREA: NOT APPLICABLE RIFFLED -TYPE SAS BOTTOM AREA - 50.0'X d'- 300.0 S.F. IAADING: (300.0 SF.) 0.74 GALS-F./DAY-222.0 GPD REVISED -3/4/05ELTMINATEVAST USIT,UV'LIGHT UNIT, SHOWWAT£R TOTAL LEACIIiNGCAPACITY= 222.0 GPD MAIN, PROPOSED GAS SERVICE - PROVIDE BED -TYPE, PRESSURE -DISTRIBUTION DOSED SAS, 50 FT. LONG X 6 FT. VIDE WITH A 6 INCH EFFECTIVE DEPTH. ( SEE LAYOUT ON PLAN:) USE V." TO I Y>>^ DIAMETER, DOUBLE-WASITED STONE: IN THE BUD. SET TO THE SPECIFIED i ---- ELEVATIONS. .: /Sri/� Pio <-E�fiv T *THE DFSIGN iS NOT $Irrr BLE FOR USE WITH A GARBAGE DISPOC AL,-ITNTT REVISED 1 / 13 / 05 - UPDATE MONITOR WELL FOR WITNESSED READING ON JAN. 12; BARRIER WALL NOTE -_ r _, i� ✓�,.L Gi s rR /1'a Ti <�iv DE'S/NG �7Y/-'F SAS. //.-_s Gn5 l3W1-1r1 0.5' in r 3/4" TD ) I'h• 0 g5r0N& BELOW TANK t • , - _ , . .. WOTLM: • U • S o• A.L.L. PIP[ TD 5t 4•0rV.0-TIGHT SEPRIC TAK11G f✓ -20 SO 1147. - Cgff,tT7jy� /SO 0 rte, LO µS PRCCAS'T•ROIKLFO RECD GONCIZETL P/Ina P HFM F' R _�✓ -2t7 -_. r-�' %N� /N✓�iLe/SOS -- - ; j� :. P � . l -:", .re. �:.- .. _... ; ,. • 4 /Pl •OQ pc oc rv,rr � L F[ . l Mme/ u-4 *DESLGNI R1'QUIRFS A DEED RECTRICTEOV FOR T1V'O BFI)RO(14f CAPACITY PLAN SHOWING PROPOSED SUBSURFACE SEWAGE DISPOSAL SYSTEM FOR RENOVATION AND SECOND FLOOR ADDITION TO AN EXISTING SINGLE FAMILY DWELLING AT HER SHORE ROAD, YARMOUTHPORT, NIA ASSESSORS MAP 121; PARCEL 66 ROBERT PREPAREDFOR PERRY JANET WEATHERBE` S, 11_ C/O APO SINGAPORE P.O. BOX 9022 WARREN, MI 48090 V `fi1BER 30, 2004 SCALE -1" -20' PREPARED BY - CAPE COD ENGINEERING, INC ROBERT M. PERRY, PE - 50 LELAND ROAD BREWSTER, MA 02631 TEL - 508-896-4861