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HomeMy WebLinkAbout0000 OLD FALMOUTH ROAD - Health (2) � s ML 2-00 i FIHET Town of Barnstable Board of Health + BMWSPABM MAC 367 Main Street,Hyannis MA 02601 9 1639. ��FO MAC a Office: 508-8624644 Susan G.Rask,R.S. FAX: 508-775-3344 Wayne A Miller,M.D. Sumner Kaufman,MSPH October 16, 2001 William Belden RE: Definitive plan of land in Marstons Mills Chairman, Planning Board Partitioner: Emily F. Samuel Barnstable Town Hall Assessor's Map: 149, Parcel 30 Hyannis, MA 02601 Engineer: Down Cape Engineering, Inc. Date: September 19, 2001 Dear Mr. Belden: The Board of Health has reviewed this definitive subdivision plan in Marstons Mills, and makes the following recommendations: The developer must provide public water to each and every lot in this subdivision identified on the submitted plan dated September 19, 2001, identified as PL. BD. #796, plan of land in Marstons Mills, Massachusetts, as prepared for Emily F. Samuel. Public water lines and all connections must meet specifications and/or rules and regulations of the local water department. Each septic system shall be located within the prescribed boundaries of each individual lot. All septic systems shall be located as most distant as possible from the wetlands within each lot. The developer shall have recorded on the deed that variances from Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, or the Town of Barnstable Health Regulations whichever is more stringent, will not be granted on any lot in this subdivision. A percolation test must be made on the lot at leaching site, before a Disposal Works Construction Permit will be issued. Maximum groundwater elevations must be determined by using data available from the United States Geological Survey - Probable High groundwater Levels on Cape Cod, Mass. Each proposed septic system must conform strictly to 310 CMR 15.00, the State Environmental Code, Title 5, and Town of Barnstable Rules and Regulations. All tree stumps, brush and building debris removed when clearing lots or roads must be, disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps Is an acceptable alternative. Burial on site Is prohibited. s, Any lawn area created must be covered by at least four (4) inches of loam. The applicant must receive an Order of Conditions from the Conservation Commission, if applicable. Prior to Board of Health approval of each building permit, the sewage system and water supply must conform to 310 CMR 15.00, the State Environmental Code, Title 5, or Town Health Regulations, whichever is more stringent. Sincere) ours YY us G. , R. ., Chairman I Way A. Miller, M. umner Kaufman, MSPH Board of Health Town of Barnstable SGR/bcs Copy: Emily F. Samuel Down Cape Engineering, Inc. Town Clerk Health Department Centerville/Osterville Marstons Mills Fire District Conservation Commission _ � t - t - _ -- - - .ram--�..�_ _ --��� _- .;�- m- - -__ _ ._. � -r•�:� .�� y CS D1LAC O FIFO N 79'35'3 ' E 0.13' 0 % cti I z CB DISPLACED REGISTRY USE ONLY b�' �,� FND s 53'27'1 1' w 0,40' LOCUS MAP SCALE 1 "= 2000' CB 192° LO C) FND O3� L�1 ASSESSORS !4. 149 PARCEL 30 22 R`2S,©S � E J F, p m- - 87,120 FT - MIN AREA fl© ZONING: RF 1114'08'22' a FRONTAGE - 150 FT. ' o <i.,_. SETBACKS:: FRONT 30 FT 3 �19 SIDE - 15 FT I 1. � 9 R�1�5O REAR - 15 FT CI CB F D FND y 9 FLOOD ON C � ZONE CB R' BARNSTABLE PANEL J250001 0015 C O AUGUST 19, 1985 FND 3 � a TL7GI.iV fF BA.R.-is TABL E 12603177 GROUNDWATER OVERLAY DISTRICT: WP/GP MUNICIPAL 'WATER IS AVAILABLE .,AS MAINIS LOCATED ON LOCUS. SIDE OF OLD BARN.-FAL. READ 0 OLD BARNSTABLE - FALMOUTH ROAD IS A SCENIC ROAD TCik. AREA OF PAPC _x. - 332,091 5F (7.8 ACRES) AREA OF PROPOSED 3 LOTS _ 291,535 SF {$.09 ACRCS) AREA OF PROPOSED ROAD - 40,556 SFt {0,93 ACRES) LENGTH OF PROPOSED ROAD 700 FTC .LOT 1 87,940 sq.ft. ' 2.02 acres 16.J=s �� a OW-NI=R OF RECORD: J©SEPH 'w/ � SHIRLEY A. QUIR'( l` 0AtA108661289 EMILY F. SA�IUEL o'� 7- 260 CHURCH STREET WEST BARNSTABLE, MA C26068-1412 REFERENCE: DEED BOOK 830 P A;E 84 Q •�,, Lri �03 S( �F I A t7 LA • , di rz CS FND NIF MARSHALL AL'DREY S TENGEL � .11 1 ©) 9C,' 133CA o �. � -� o_1 M T©VN DF BARNSTABLE SHEET A 12603177 I 7,!)' ' 21, DEFINITIVE SUBDIVISION PLAN � o OF LAND IN : f i t h2 fill WARSTONS MILLS (BARNSTABLE), MA , V PREPARED FOR '�0 0 •o 0 l: B s 6 � , ES"TA T OF .E IL Y F. SA .EL � 21' , � Rio •S 0 , 6 0 5 PRISCILLA JONES -- EXECUTOR ��• / 6 5 DATE: SEPTEMBER 19, 2001 F SCALE: 1 40' $ c j+ 40 0 40 80 120 Feet N/F ANI TA S T. ARMAND j I, CLERK OF THE TOWN OF CTF, 142745 N. BARNSTABLE,ABr_E, HEREBY CERTIFY THAT NOTICE OF APPROVAL OF THIS PLAN BY THE BARNSTABLE o PLANNING BOARD HAS BEEN RECEIVED AND N RECORDED AT THIS OFFICE AND THAT AN APPEAL �? �� E WAS RECEIVED DURING THE TWENTY DAYS NEXT00 AFTER SUCH RECEIPT, BUT THAT SAID APPEAL HAS BEEN \� WITHDRAWN BY AGREEMENT OF THE PARTIES, WHICH 2 Sg AGREEMENT IS TO BE RECORDED WITH THIS PLAN. FND 6 DATE TOWN CLERK LOT 3 2.66 acres APPROVAL UNDER T V N/ W GINA L, DIANA 0 CONTROL LA IS ' REQUIRED C TF 155,133 j i DATE: {,B rND 032 S8 a' FND NOTE: APPROVAL OF THIS PLAN IS SUBJECT TO 1�ILLIAI 7 Ey I1 Z S COMPLIANCE WITH THE COVENI ANT TO BE L YNi7G ('d Y O NIF RECORDED HERE'N TH; , �� : cTF, ���1�. �� MARr JANE xlsxER, TRUSTEE CAS TA IN'S S TABS E S Nt HPCE TRUST { I CERTIFY THAT THIS PLAN WAS MDE IN ACCORDANCE WITH THE REGISTERS OF DEEDS C8 321611215 FNO REGULATIONS EFFECTIVE JANLV,RY 1, 1978 AND AS AMENDED JAB;' 70 19W. RECEIVED AANE co 2 4 90, 01H. > CS 8RCXEN vs FND HELD REAR j F�EXU L,. V, LISP ! AM- 7 o C T�" 147,�, tt� i l ICI i r I c CB OUT 0.13' FND N70 32'35"E 2 . i \O�Op- p� Vocl ry\ R4CE L4 a LOCUSro 4 BOX wa 1� '( CB OUT 0.40' G 2 T gd�1 �� S� a ND S5,T27'11"W � 0 Q CB 1g2� A� �, �a Co FND o O�� SCE 7 /. � =4 =2 S 08 0 z ¢ 4 '00 Jrm- - LOCUS MAP SCALE 1 "= 2000' L ',3g0 99 /- �', \ ASSESSORS MAP 149 PARCEL 30 CB � CB FND k ZONING: RF 87,120 FT - MIN AREA FND ,�' 6g oo FRONTAGE - 150 FT 99 \ \ SETBACKS: SIDE FRONT 15 FT CB 6k \ REAR - 15 FT �o FND a o 0• 1.%,2� \ \ TOW OF BARNSTABLE FLOOD -, ��� �• 0 12603177 BARNSTAB E PANEL-#250001 0015 C AUGUST 19, 1985 \ GROUNDWATER OVERLAY DISTRICT: WP/GP MUNICIPAL WATER IS AVAILABLE 00 GAS MAIN IS LOCATED ON LOCUS SIDE OF OLD BARN.-FAL. ROAD OLD BARNSTABLE - FALMOUTH ROAD IS A SCENIC ROAD TOTAL AREA OF PARCEL - 332,091 SF (7.6 ACRES) LA AREA OF PROPOSED 3 LOTS 291 ,535 SF (6.69 ACRES)f ®� tz' �, AREA OF PROPOSED ROAD - 40,556 SFt (0.93 ACRES) '° 25 �' LENGTH OF PROPOSED ROAD - 700 FTf 87,940 sq.ft. o 2.02 acres mN NOTE: TOPOGRAPHY OUTSIDE OF PROPOSED ROAD A�,;f. IS BASED ON T.O.B. G.I.S. DATA (APPROX.) I b,3=s# JOSEPH W. & SHIRLEY A, QUIRK R`} 108661289 \ OWNER OF RECORD: o a' o EMILY F. SAMUEL 260 CHURCH STREET r; \ WEST BARNSTABLE, MA 02668-1412 LIL 62 lopX, C �a �, k \r'L �Q pL�\OL •• 'r01 25 i 13 M-Nc. lhAf-K - \ C o $� F D lp O oN 3 O, > MARSHAL & AUDREY S TENGEL 0 60 � 98751338 2. , o rws TOWN OF BARNSTABLE I N SHEET + E. ` 12603177 R ! \ O� SUBDIVISION 796 LOT 2 �25 87,683 sq.ft. -A k 2.01 acres DEFINITIVE SUBDIVISION FLAN a , o 21,s s# OF LAND IN 2 I MARSTONS MILLS (BARNSTABLE), MA o , s,.40 PREPARED FOR op- THE ESTATE OF _ 16, L_78 it. \ 9Al IL Y E. SAVE g N 6 DATE: SEPTEMBER 19, 2001 SCALE: 1 = 40y 40 0 40 80 120 Feet ba I ANI TA S T. A MAND CTF, 142745 N- OF N `IV �o ��f E s ANC N. �� rr°f 'do r• (O C�.lALft i o Q IALA v CAVIL �i Pl. y No.26548 NO,307p2 SB ae `fs0 ' t EWr\t` Cs FND i� ! ATE ARNE H. OJALA, P.L.S. LOT 3 115,912 sq. rn 2.66 acre UA O OINA L. DIANA o CTF, 155,133 crn ,per CB FND D SB FND � 63 Q rn- 0 5 WILLIAM B. DOOLEY III Z 5 L YNNE DOOL EY 0 TF, 152,135 60 ROBERT OBRIEN, TR CB CTF, 128,681 FND i c5+ 7 CB BROKEN � FIBD HELD R-BAR N \ o REEMI L, & JOAN W, LISEESB o CTF. 147 347 { LEGEND: \/ Q cry TH 1 TEST HOLE PROPOSED CATCH BASIN r 2 a �b0 TE��jON '''' � p �� ti w �� EXISTING CATCH BASIN Q ~ ?Rz b z I C�^ BENCHMARK: TOP OF CEMENT BOUND • 1 O A�y � J,ry PROPOSED EDGE OF PAVEMENT /` '( � PROPOSED LEACH PIT {, p .✓ ry ELEVATION 60.55 � o E C; t� 1 BENCHMARK: TOP OF CEMENT BOUND (jRQ PR©�p PQP +- 1 ELEVATION 64.31 / ��t-L �pvNp f j a� CB3 EXISTING UTILITY POLE q 1 / 2 STA: 5+01.15 S®A: 2+50 OFFSET: 7.00 L FFSET: 7.o- L (61.40] PROPOSED SPOT ELEVATION ' 1 V c� 0.75' S 21' 7'38" w W w W ? -�-- W 71 84 216.74' CB TO RNER w - w w W w w — w w --w w 7+00 PROPOSED CONTOUR _ --- -- - 1 0+50 0 +00 1+50 +00 2 0 QO ---- �a -t �- �I CO & �'� C62 6 3+50 1 0 4+50 5 0 6+ 1 to 6+50 — — ----62— EXISTING CONTOUR 3 , Q OF S: 7.00 R I I r - r " C84 STA: 5+01.15 [6�1 24] 536.35 OFFSET: 7.00 R I I , x 339.,35' r 86' '� o yoq- w WATER LINE (8 D.I.P.) o �i`ry`'� �0 ''� LP1 N ` N 197.gt r-`� - ,� i 4 h pp0, �� o FSET T s 2+50 � � LP3 N+ � � �1R� 04� s2� � PROPOSED HYDRANT 8 R 45' STA: 4+67.15 _ I r\` Q v OF ET: 36.98 110' ,J rn `�LAI `� $ -'/ LP2 `° STA: 53 5, 5 0 w �, 1�1 /� o� STA: 5+01.15 OFFSET: 36.98 R a 3�i b 111 Ci /� OFFSET, 36.98 R N _ 61 N 50.00 N LCT' b `; , LET 1 s 0�- 8" E �— 4 LOT Q 1�C I . (G1 W � z1 OIN 7,01 �' KuAu LAL a VIE i 1 w SCALE: 1 "-40' 40 0 40 80 120 Ft. ' 64 62 E0 70 STA. 0+64 ELEV: 61.40 ("STA: 6+40.03 ELEV: 61.40 MAIN ROAD) PROPOSED CENTERLINE GRADE 5$ EXISTING68 RIGHT SIDELINE _ _. ------ ----- 56 66 ISTING CENTERLINE EXISTING LEFT SIDEUNE 54 64 --- T 52 PROPOSED 62 _ — _ ---0E+ ►N� DATUM ELEV GRADES 60 so STA: 6+40.03 ELEV: 61.40 cD N Op _ - - (- STA. 0+64.00 SPUR) Q *" o EXISTING CENTERLINE GRADES cD cp cD cp tD rJg � PROPOSED LEAC ING PIT7TRENCH Li d- 56 * `— 0CIL +00 0+5o 54 o EXISTING RIGHT SIDELINE GRADES to cD to 52 I I ,,, 1 1 CENTERLINE GRADES DATUM ELEV 50.00 cV N N N N N N N N N .-- N N M N 1 (0 d 1 0 Q p EXISTING (LEFT SIDELINE GRADES 1 00 EXI NG CENTERLINE GRADES ,} -'t nl rr� r,� �j ,- O _O L__J .- _ ) f- N LO d d h7 7 N N e- r— O CJ O •— N CD (D (0 cU cD cD (0 c0 C0 (D tD C0 c0 c0 (01 Ic0 (D (0 CD cD cp 0 0+00 1 +00 2+00 3+00 4+00 5+00 6+00 7+00 R061.E RQ N- I LE VIEW (SEUR) a HORIZONTAL SCALE 1 " 40' VERTICAL SCALE: 1 " = 4' 00 r7 cD EX STING RIGHT SIDELINE GRADES ,� d r j r,j r,j of s: p �j ,: C-• cv �D (0 � (0 PLAN AND PROFILE TO ACCOMPANY off. 508-362-4541 fox 508-362—s88o SUBDIVISION PLAN OF LAND IN E (STING LEFT SIDELINE GRADES 00 d- to N 0 1^i N d t7 I` M 4 4 4 4 � N �- o 6 0 1- down cape engineering, Inc. MARSTONS MILLS (BARNSTABLE), MA co � w (D (0 UD PREPARED FOR THE ESTATE OF: CIVIL ENGINEERS EMIL Y E. SAMUEL ZH OF 4( LAND SURVEYORS LtH Of M y\ y o� ARNE �y ARNE H. 939 main st. yarmouth, ma 02675 H. OJALA o OJALA tJo V3 92 y MMQ A Q I -- ' I Q No.zs sae Q. , 40 0 40 80 120 Ft, p HORIZONTAL SCALE: 1 = 40 VERTICAL SCALE: 1 = 4 s �` ONAI EN g, SCALE 1" = 40' DATE: SEPTEMBER 19, 2001 01-022-PROFI .DWG ARNE H. OJALA P.E., P.L. . DATE 796 JOB## 01 022 BARNSTABLE PLANNING BOARD V - - _ T I II TH1 TH2 '" OTES -0 DATE: 09-14-01 DATE: 09-14-011 ENGINEER: MATTHEW A. OJALA ENGINEER: MATTIHEW A. OJALA EXCAVATOR: REID ELLIS, ELLIS BROS. EXCAVATOR: REID ELLIS, ELLIS BROS. 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS 0" EL 63.3 0� �C- EL 59.9 APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING 2" A 2 A CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIGS E 4" SL 1OYR 2 4 4" SL 1OYR 2 4 (1--888 --344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. B B LOAMY SAND LOAMY STAND 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS 10YR 6/6 1OYR 6/16 PROJECT WORK SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS 24" 24" Cl Cl AND/OR THE MASSACHUSETTS DEPARTMENT OF ' UBLIC WORKS STANDARD LOAMY SAND LOAMY SAND SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. 10YR 5/6 36" 1OYR 55/63. VERTICAL DATUM IS NGVD29 ASSUMED FROM T.O.B. G.I.S. 2-10" M/F SAND 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE & .HTO-H20 UNLESS NOTED. 60» 2.5Y 7/4 51" 5. 6" LOAM AND SEED ROAD SHOULDERS AND ALL DISTURBED AREAS. C3 26" cz MED SAND W/GRAVE 6. PLACE FILTER FABRIC BETWEEN FRAME AND GRATE UNTIL ROAD PAVED. SILT LOAM 10YR 6/4 5Y 7/2 60 HARD PACKED EL 54.9 7. COORDINATE UTILITY INSTALLATIONS WITH APPROPRIATE VENDORS. - 78" EL 56.8 8. INSPECTIONS REQUIRED PER BARNSTABLE SUBDIVISION REGULATIONS. _ c4 i MED SAND W/GRAVE 2.5Y 8/4 DRAIN 8 1/8" C3 MED SAND W/GRAVEL 2.5Y 8/4 24" (2) 1'0 VENT HOLES MANUF. LeBARON, BROCKTON, MA MODEL: LK 110 TYPICAL ACCESS WEIGHT: 475 LDS !� 1 1 1 I VA4» I"1�,.I''V L».. „� V 1` 132" EL 52.3 132" EL 48.9 NO GROUNDWATER FOUND NO GROUNDWATER FOUND SCALE: 3/4" = 1,-0» TEST HQLE LOGS 50' ROW 3:1 MAX. CUT 18' OVERALL SHOULDER 1" TOP, 2" BINDER ROLLED THICKNESS GRAVEL EXTENDS 4 CLASS 1 BITUMINOUS CONCRETE 12" MASS DPW M3.11.03 12" CC BERM BERM 6" AM 'AND SEED 2% CROWN 2% CROWN �\ ALL DI TURBED AREAS (TYP.) f 12" GRAVEL M1.03.0 TYPE B 32" 30" MIN NON-FROST SUSCEPTIBLE MATERIAL 24" (<109 BY WEIGHT PASSING #200 SIEVE) 1 I 3:1 MAX FILL COMPACT SUBGRADE 000ClooClo ELEC., TEL. CA GAS ❑0[][][�[�[�❑ 24" 0 N. CONDUIT 0000000❑ 8• wn=� MAIN r'ICAL ��f,Ic� THRU PAVE&&ENT 00000000 . Z NOT TO SCALE 00000000 i 0000000❑ 0000000❑ 3 I DEAN"AGE ELEYADON SCHEDULE .FRAME AIND . GRATE STRUCTURE RIM EL. TOP OF STRUCTURE INV. IN INV. OUT SCALE: 3/4" = 1'-O" CB1 62.36 60.36 - 58.36 MANUF. LeBARON, BROCKTON, MA C82 62.36 60.26 58.26 58.16 MODEL' LF 248-2 WEIGHT: 480 Les LP 1 63.5 57.00 55.0 - C133 59.84 57.84 - 55.84 CB4 59.84 57.74 55.74 55.64 LP2 60.0 55.00 53.00 53.00 18, LP3 60.3 55.00 53.00 -- 24"0 H--20 F&C TO GRADE 24"0 H-20 F&C TO GRADE TOP STRUCTURE LISTED LP4 60.2 55.00 53.00 - MORTAR ALL COMPONENTS 14' CENTER TO CENTER J (TYP.) MORTAR ALL COMPONENTSH-20 F&G'S PRECAST H-20 RISERS (TYP.) 24" 1"D.(TYF'.) 2% CROWN 4" MIN. PEASTONE 4" MIN. PEASTONE TOP STRUCTURE STE SEE PAVEMENT SECTION AND MIRAFI 140NS AND FILTER FABRIC 12"0 SLO D DP MIRAFI 140NS OR EQUAL FABRIC OVER TRENCH OVER ALL STONE PITCH 1.5 1 ADJ. BLOCKS A MORTAR o AS WEQ. (TYP-) N (V MORTAR (TYP.) I DRILL (2) 1" INV. INV. USTE SLOTTED HDPE LISTE HOLES (1`(P.) LISTED 6'-8"X6'0 WITH 3' WIDE 6'-8"X6'0 NV. 12'0 -20 CLASS 5 RCP H-20 DEEP SUMP H-20 3' DEEP H_20 LISTED COMPACT AROUND PIPE Q00 GALLON PRECASI LEACHINGTRENCH 1000 GAL 8.0't 1000 GAL . ..............................»........ ..., CATCH BASIN .. LEACHPIT _ E LEACHPIT C.B. TRAP COMPACT ALL BACKFILL ACME OR EQUAL 4" PEASTONE W/ FABRIC OVER ACME PRECAST A 1 12"0 CPP IN 6" LIFTS (95% PRCTR.) OR EQUAL F ELBOW H-20 DEEP SUMP 12"0 SLOTTED H-20 a CORRUGATED HDPE PIPE _ 1000 GALLON PREC 4" SECTIONAL PLATE (TYP.) ADS N-12 OR EQUAL ... � . " i,o..,e..w... ,.,,o. .....%...... .,,»,.,..,,..,,..,..,."...,.»„»,�..».,.. CATCH BASIN DETAIL STY E ER E T ;::::::.::::.. ..,: .75"-1.5" DOUBLE 3/4" - 1 1/2" (TYP.) WASHED STONE 6" STONE UND WASHED STONE 6" STONE»..�.»,....,,,.,..,....UNDER 18" HDPE OIL-WATER-DEBRIS SEPARATOR TO ACCOMPANY 4'MIN. AROUND PRECAST TOWN OF BARNSTABLE REGULATION: ALL PIPE UNDER PAVEMENT off. 508-362- 4541 ETA THt U D�RAC NAB E TO BE REINFORCED CONCRETE PIPE CLASS V I fox 508-362-9880 SUBDIVISION PLAN OF LAND I N .••..-•••.•=--............+ MANUFACTURED IN ACCORDANCE WITH ASTM C76 3' I NOT TO SCALE AND A S TO SPEC 1 R,EMOVAB8, WITH BELL EL ASPIGOT d o wn cape engineering, inc. MAR S T ONS MILLS (BARNSTABLE), MA JOINER GASKET IN ACCORDANCE WITH ASTM SPEC C443 PREPARED FOR THE ESTATE OF: 11�I UEL TRENCH CROSS SECTION CIVIL ENGINEERS LAND SURVEYORS EMIL 1 E. SA SECTION A-A (NTS) tN or MQ� ��SN OF M ARNE q�1 �� ARNE H. �G 939 main st. yarmouth, ma 02675 H. o OJALA `T, OJALA CIVIL N 40 0 40 80 120 Ft. No.26348 Q NO.30792 o psi 9f 4a�Qa �£�fCISTER�� t� ►,;Tar Lnr+ocO<� ss/oNAL SCALE 1" = 40' DAIS: SEPTEMBER 19, 2001 01-022- ROFILE.DWG AF' =' H. OJALA P.E., P.L.S. DATE JOB# 1-0,22 BARNSTABLE PLANNING BOARD# 796