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HomeMy WebLinkAbout0011 HERRING RUN DRIVE - Health a 11 HERRING RUN DRIVE CENTERVILLE A= 278 -039 -001 N 5MEAD KEEPING YOU ORGANIZED No. 12534 2-153LOR FORESINAILE TRRYY MIN.RECYCLED INITIATIVE CONTI NT1096� CardfiadFberSourcing POST•CONSUMER j� Wmelprogrem.orp SR-01290 MADE IN USA GET ORGANIZED AT SMEAD.COM c � l` t No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes; 2:7 Application for Mispo8al Opstem ConstCU DID 3permit A— LocatioAppli do for a Permit to Construct( Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components r t f /�ou Owner's Name,Address,and Tel.No. 7 — —0 V AssessorsYaprl�cel — Installer's Name,Ad ss d Tel.No. f f Resigner's Name,Addr;ss,and Tel.No.. Type of Buildin • �6fi4vri� Dwelling No.of Bedrooms Lot Size O sq.ft. Garbage Grinder( ) Other Type of Building ���S 1 No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided _ gpd Plan Date — l — 19 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. ;L Q i�► Description of Soil Ft 4 n Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and ma' tenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro o e and not ee system in operation until a Certificate of Compliance has been issued by this Board of He ne Date Application Approved by Date::YIA Application Disapproved by Date for the following reasons Permit No. Date Issued X �� � a •�' ,� 4 No. ,. i ,� Fee THE COMMONWEALTH OF', UASSACHUSETTS Entered in computer: --]j PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes oration for is oaal Btrm Construrtion erni t .r ppli iop for a Permit to Construct(l' Repair( ) Upgrade( ) Abandon( ) 0_Qo"mplete System El Individual Components 1 Location Address or Lot No. �j Owner's Name,Address,and Tel.No. _ Assess ap a cel r .J F r— ,,0—,"� Installer's Name,Add' ss, d Tel.No. Designer's Na�mt e,Address,and Tel.No.�� 3 4 I I- r e of Building: Dwelling No.of Bedrooms Lot Size j sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) `a ,� gpd Design flow provided ? 4` U gpd Plan, Date q ' 1 1 q f Number of sheets '� Revision Date Title ; ? Size of Septic Tank 1 '0 n Type of S.A.S. A � t!® 43 „�� ZC Description of`Soil Scat f q i ' '1 w: Nature of Repairs or Alterations(Answer when applicable) , y . Date last inspected: ' S ' 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 EnvironmentalZode and not t lace-the system in operation until a Certificate of Compliance has,been issued by this Board of Health. ane C% .a C _ Date Application.Approved by I 'Al L } Date "s .16-1 Application Disapproved by I Date' F for the"following reasons a l Permit No. '�� Date Issued - -------------------=-------------------------------------------------------------------------- -------------------------=-------------- THE COMMONWEALTH OF MASSACHUSETTS / BARNSTABLE,MASSACHUSETTS { `Mr Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal s tem Constructed(\/� Repaired( ) Upgraded( ) Abandoned( )by i, l X at 11 4 "1 , �i a, ✓ ' has been coWuctedi�cwr with the provisions f Title 5 and the for Disposal System Construction Permit Nd/ U 2- Installer Designer #bedrooms , Approved design flow gpd i The is of this permit hall not be construed as a guarantee that the system will fw\ction esigned. Date p Inspector \ ------------ ------ - -------------------- - ----------------------- --------- ---- ------ No. '''� i .s. — Fee--i��•...�' UV / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pBtem Construction Permit Permission is hereby granted to Construct( Repair( ) U gr H ) �Ib7.on( ) System located at n , ) 1 and as described in the above Application for Disposal System Construction Permit. The applicant recogniz8d,his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru i must be completed within three years of the date of this permit. Date Approved by y � Town of Barnstable r, THE. ` Regulatory Services Thomas F.Geiler,Director i'6uiN8PeBLE, o ��$ Public Health Division �R Thomas McKean,Director : 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-63044 Installer&Designer Certification Form Date: ( -Zfll Q Sewage Permit# 01-Q 37�.._Assessor's MaplParcel Designer: _.:.1varl� l in taller: W n _g j� Address: Address: On—�- I2, —� was issued a permit to install a (date) to ler) . septic system at 1 ��{!l Run b� `116 based on a design drawn by (addrdss) _nL dated vJtl l� (des' er) 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, I certify that the septic system referenced above was installed with major changes (i.e. greater than 1 0' ateral relocation of the SAS or any vertical relocation of any component of the septic sy tem) but in accordance with State&Local Regulations. Plan revision or certified as-b t by designer to follow. OJALA nstal' ignature) 15 CIVIL £ 1..p'`• No.46502 ir4 •.� • (Dg esiner's Signature)L-21 ~� (Affix-Designer's Stamp 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 BARNSTA13LE PUBLIC HEALTH DIVISION. THANK YOU. Q:Ileatth/Septic/Drsignei Certification Form 3-26-04.doc 11 I prole c t: 11 HERRING ,3'-0" 7'-3" 3•-9" RUN DRIVE -OPENING FON Wi C - ----------- _ &.SEMEN____ ________ � MA ' --- ----------------- - entervi e, , w m WIC ' MASTER BEDROOM 4 c BATH 5'-0" DECK 9 - a .._ C —hitcct: t 4 Y a.-s- c__ I_____� GRAF ARTS Z iberty$eet coNnN„W:stair f P.Nnn'4ww e.a CD Ne,vburypon,MA 1950 KITCHEN 4 T.978499944z roonnc,:xe� 4 4 o s'-s•• n•-0" P DINING 3'-0.. engineer. MECHANICAL SLAB ON T CONSTRUCTION GRADE ' ;� ENGINEERING ROOM i � �i...._: - - -- —_—_ RMUD OOM GARAGE SERVICES --- —-—'• - 12 Pleasant Street b - N—burypart,MA BASEMENT -r p Dt950 `.WC 4 T.978e652216 . �q c ■ ' L000w No,cN LIVING ' m ------------------- .i' q _ N N ' issued'. t.________________________------ Permit Set 7.06.19 c c FRONT ENTRY .-e y.-7" 23•.0° 24'-0" 23'-0° title: Foundation Plan Foundation Plan First Floor Plan +First Floor Plan $PALE:114'-1'-0° Z SCTE:1/4"-1'-0' SF Calculations SCALE:1/4'=V-0° First Floor 1,616 SF 61uly 2019 Second Floor 1,055 SF Total 2,671 SF Garage 312 SF A01 Basement/Mech. 1,304 SF N81'46156"E �l 126.82' 1 w LOT AREA Z zo °i 43,800±S.F. nr` wo 00 o O z 00 .1 1 r 45.8' EXISTING 38.2' FOUNDATION H TOF=43.0 Z 0 I IV Q --I O GARAGE 0) U Z OF=43. 00 �D 10.4' 04 L4 0 AS-BUILT LOCATION OF Z M0 SEPTIC TANK � w W o o AS-BUILT LOCATION OF SAS � N Z R=22.12' 125.00' L=37.44' � � N84'36'41"E PINE STREET JOB #19-241 AS BUILT SEPTIC SYSTEM PLAN PREPARED FOR: LOCATION : 11 HERRING RUN DRIVE CENTERVILLE, MA JEFFRE Y CUTTER SCALE 1 = 50 DATE NOVEMBER 18, 2019 � �µOF6fgSS�y DANIEL off 508-362-4541 o A. I fax 508-362-9880 ? 0,1f11A �I downcope.com © 3� No.40980 �: a .. gown cope engineefiftg inc. y°F�ss �o0.,:;a SUR\I. civil engineers land surveyors 939 Main Street ( Rte 6A) f YARMOUTHPORT MA 02675 DATE DANIEL A. OJALA, P.E., P.L.S. i TOWN OF BARNSTABLE ^� LOCATION i 6-x `1 c— 2 �-� �Q-SEWAGE# VILLAGE�� (` ASSESSOR'S MAP&PA EL INSTALLER'S NAME&PHONE NO. i �i7`�� - oG SEPTIC TANK CAPACITY LEACHING FACILITY:(type) L3 NO.OF BEDROOMS _ OWNER t-) V �` PERMIT DATE: 1 - ) COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY A $ - TOWN OF BARNSTABLE q LOCATION - .SEWAGE# VILLAGE e P Yi i e r LJ i f/ ASSESSOR'S MAP&P EL d INSTALLER'S NAME&.PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) NO.OF BEDROOMS OWNER PERMIT DATE:� — 7 COMPLIANCE DATE: I 1 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility.) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY 22 Gj 1 -�- R. d t r1 Cie::1: J anaaa. 1 fti_. � °.o'\J - _. .._. ._... ... -- -- - ---- Centcrviile.NIA ��� �' :a•r I;�� �,{. `A_ JAI t # pg . ..... _........ --- -aid G R A F ' . . ...... .. .... ...... ARCHITECT S ,.a�' - '�'x-�.3 ,.�'aa s>-t-a�^� Newi•::yFur: d s r xZ m '. I O1950 'T'7849q VM2 T _= BATH - ff • I - { i n/ I j CONSTRUCTION 7/f w 91� ATTIC OR F RE BEDROOM SUI ENGINEERING �I i —- SE a i �,...... ......................-r................................................ ... ........... .. .. N P4uw-RVnCR.•e«t �yt A x3c �l, .� ...... —b.y,.en MA o : ..: .._ ...................... �: S0 I- I BEDROOM 3 „, _ l :• 1 .....................x_'..........._........._....._.I f U11— Issued c ............................................................. ..._.. ._._....! I........................ I _:............................................ . NG DEPT- Second Floor Plan BUILDI �- l ®19 { 9 I Secpnd Floor Plan OCTCT p ® Ro.`Ptar, }Roo{Plan TOWN OF gARNSTABL ! SCALE:'14'm 7•-0. t 6:,J:y 2019 A02 . ........................................................... 8 A03 m 109 ELLIOT 4'-11" 3'-4" 15'-9 7 3 13'-0" 3 9 --f �j' ROAD WALK OUT C C r _______ __ __ BASEMENT ____ _ _ __ __ ____� I Centerville, I t"' 'L ^�N I C2 WIC I 16'-0" � (EQ. EQ• MASTER �; ' m dr /BEDROOM q qv` BATH - - oc. ,C/'mi DECK° carchitect: F ---- -- - n-- GRAF?------------------ -- - ARCHITECT 1 D_ o PANTRY/MINI BAR 2 Liberty Street / I� .. -------------- r--------------r fEIQ loo Newburyport,MA o =`e° e 01950 q a KITCHEN T.vie 4999442 a q MECHANICAL/ 4 ^ o ° D I a a BASEMENT 4 Q engineer: �I DINING o SLAB ON ii :''I.'I'n i CONSTRUCTION _.,. GRADE N ENGINEERING • _ DN 0 4 ^ — - MUD E 9 SERVICES 4 F N GARAGE nP 12 Pleasant Street 3 vx-LAuv •,3-8 16'-i�" --{ _ ROOM Newburyport,MA w/r.x',m t c I 01950 F , FOOTING.TYP. ^ ' I /+ T.978 465 2216 c /1l• O, Q I MIN,8"CHICKENED 3'-6" 1pj ' T SLAB0OARAGE AW y LIVING AD3 i '-10.. m Q ' DOOR NOTCH ' n ' pJ Q p 'v I oCD N O ..... - ...UP 1 UP C 1n Q 1A N M O i39ued: i A B A FRONT Permit Set 12.12.18 ...........; e{, 9, �„ a ENTRY 10'-0" I T.o„ 4'•9�" 3'-64" 3'-6 7'-2 n'•I 1" 10'-0" 1 i'-0" 231-01, 2n'.0.. 73,-0„ t title: i Foundation Plan Foundation Plan I L First Floor Plan .. + First Floor Plan SCAIr v4 - 1 cr ScnLr, vn - 1 0 SCALE: 114" - V 0" rllrr,ombo1 7018 1 A01 I SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE ney5 I L/ MARKED WITH MAGNETIC TAPE OR �J� Phin /�--� f (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. �°'Sh Route pg �(( ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE \ TOP FOUND. EL. 43.5' FILTER FABRIC OVER STONE Rout 28 �Ps �$ 42.3' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM PRECAST H-10 WATERTEST"D'BOX FOR LEVELNESS BLOCKS OR 0 y. I RISERS (TYP.) MIN. 2 WALL THICKNESS PRECAST RISERS �g4 soh9 2 m 40.2' 4"OSCH40 PVC MORTAR ALL tp `°sr o0 PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 38.5 moo, :-, :• �ENDSJ (TYP.) 4' , sIDES 39.33 39.95' 10" 1500 GAL H-10 14" :' ;ao°o°o°o` cn ' TEE SEPTIC TANK TEE 0 9 39.12 ® `. . . ® ®®®®-. 37 .82 38.$7 00000°000°O 6" MIN. SUMP o°o° ®® 00000000 Locus n n 39 GAS BAFFLE ° ° ° ° ° ° 12" MIN. INT. DIM. > ° ° ° ° ° o 0 0 0 0 0 0 0 0 0 ®® ° ° D �� • -Op�p�nOno- N >°o°o°o°o o°o°o°o° ' y �... '00000°oo°oo 0 0 0 \ I 40 ', ,'.. 4' LlQ. LEVEL (ACME OR EQUAL).': 38.77' 38.6' °o°°°°°° �o°o°0°0 36.5' z 5 0 moo°ooO000a.o°oo000000000000000000000000Oc000 °+°0°,00°o°�°no,000�o°,0000000�o,°o°o°o�o°,o°,00000° _ L H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL I ALL AROUND 2"PRECAST STRUCTURES DOUBLE 6* NE 4' MIN. (2) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' szo COMPACTION. (15.221 [2]) ZONING (2.5% SLOPE) (�Q% SLOPE) (1.O % SLOPE) I �• I o I SETBACK FOUNDATION- 33' -- SEPTIC TANK 2' LEACHING LOCUS MAP ' LINE I D' BOX 12' FACILITY NO GROUNDWATER FOUND yj *THE INSTALLER SHALL VERIFY THE SCALE 1"=2000'f LOCATIONS OF ALL UTILITIES AND ALL I BUILDING SEWER OUTLETS AND ASSESSORS MAP 228 PARCEL 39-1 r_: w ELEVATIONS PRIOR TO INSTALLING ANY oo I w LOCUS IS WITHIN FEMA FLOOD ZONE X CA (AREA OF MINIMAL FLOOD HAZARD) AS PORTION OF SEPTIC SYSTEM ° z I 47 I 00 ' SHOWN ON COMMUNITY PANEL #25001 CO564J 38 � SYSTEM DESIGN: DATED 7/16/2014 r I Ro I GARBAGE DISPOSER IS NOT ALLOWED SITE IS NOT LOCATED WITH ZONE II o k, PROPOSED 3 BEDROOM DWELLING OWNER OF RECORD �o I TH2 TH1 DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD o JEFFE I USE A 330 GPD DESIGN FLOW 306 PRNY A. CUTTER, TRUSTEE ,39 3 4 2 E STREET REALTY TRUST STREET306 PINE' TH4 SEPTIC TANK: 330 GPD (2) = 660 CEENTERVILLE, MA 02634 = 3 H3 I USE A 1500 GAL. SEPTIC TANK o I PROPOSED I LEACHING: REFERENCES TREELINE --L423 SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD DB 32091 PG 137 BOTTOM 25 x 12.83 (.74) = 237 GPD PB 420 PG 26 (LOT 1) 30' PROPOSED TOTAL: 472 S.F. 349 GPD TEST HOLE LOGS TEST HOLE LOGS 3 DWELLING 4 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) PROPOSED TOF=43.5 N DARREN MEYER WATER LINE 1I WITH 4 STONE ALL AROUND ENGINEER: ENGINEER: DANIEL E. GONSALVES, SE #13587 DAVID STANTON DAVID STANTON 42 � I WITNESS: WITNESS: 3 a W 42 W W FULL ` I NOTES DATE: 6/12/19 DATE: 8/5/19 ¢, o FO ND IQU I PERC. RATE _ < 2 MIN/INCH < 2 MIN INCH SLA1. DATUM IS NAVD 88 PERC. RATE _ / � GARAGE SLAB 2. MUNICIPAL WATER IS AVAILABLE CLASS l SOILS P# 19-49 CLASS l SOILS P# 19-96 41.3 6� EL. =42.5 PROPOSED GRAVEL DRIVE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. ELEV. C��� ELEV._ �--�. _ ELEV. ELEV. ELEV. ELEV. i TH6 0 � 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Ott v 40.5' p " 401.5' p 41.0' p L 4 41.0' 42.5 p" 42.5 o � I � TO BE AASHO H-M _ _ _ _ O 5 00 O I 5. PIPE JOINTS TO BE MADE WATERTIGHT. A A A A A LS LS LS T A LS LS LS 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH W 310 CMR 15.000 (TITLE 5.) got g,�10YR 3/2 10YR 3/2 10YR 3/2 10Y 1 Ott 3/2 10YR 3/2 10YR 3/2 10 O 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO B 10 14" 21 BE USED FOR LOT LINE STAKING OR ANY OTHER B B B B B 42 PURPOSE. LS LS LS LS LS LS L RESERVE 0 10YR 5/8 , 1OYR 5/8 1OYR 5/8 1OYR 5/8 1OYR 5 6 Q 431 I z 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 1 rQ 35 37.6 34 37.7' 30" 39.5' 32" / 38.3 24" / 40.5' 36" 1OYR 5/6 39.5' c� I �441 I 00 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 1---------"""' � °D o WITHOUT INSPECTION BY BOARD OF HEALTH AND f-� co I PERMISSION OBTAINED FROM BOARD OF HEALTH. � �441 40r4J- PROPOSED 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING C C C C C C DIGSAFE (1-888-344-7233) AND VERIFYING THE r h I ELECTRIC LINE I LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PERC PRIOR TO COMMENCEMENT OF WORK. �5 � MS MS MS MS M/CS M/CS 44 It �45 I 43,00±S F. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE l I REMOVED BENEATH AND 5 AROUND THE PROPOSED LEACHING FACILITY. w 46 10' 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 2.5Y 6/4 Q�. Z CD 120" 30.5' 120" 1 30.5' 132" 1 30.0' 132" 30.0' 132" 31.5' 132" 31.5' Lu I AS o 48 NO GROUNDWATER ENCOUNTERED 4� 3 s k9 48 L E 5 P L A N igs ,' / RB FND o I T BENCHMARK: ZONING SUMMARY OF CEMENT BOUND �9 _�. - ---- ZONING DISTRICT: RD-1 RESIDENTIAL DISTRICT -48.1' NAW88 125.00 iG_____ G LEGEND #11 HERRING RUN DRIVE z 47 RQ, N84`36 41 E __ __G --G MIN. LOT SIZE 43,560 S.F.* MA G G----GG99-- EXISTING CONTOUR MIN. LOT FRONTAGE 20' , CENTERVILLE, MIN. LOT WIDTH 125 rgn-p RE ET X 99 EXIST. SPOT ELEV. MIN. FRONT SETBACK . 30' PINE 1 1� -[99]- PROPOSED CONTOUR MIN. SIDE SETBACK 10' PREPARED FOR a LIj _ (40' WIDE PUBLIC WAY) MIN. REAR SETBACK 10' T9$4) PROPOSED SPOT EL MAX. BUILDING HEIGHT 30' H1 JEFFREY CUTTER TEST HOLE *SITES LOCATED WITHIN THE RPOD DISTRICT REQUIRES 2 ACRES MINIMUM SIZE SLOPE OF GROUND OFI � ��N ass�� �OF"r ; DATE: SEPTEMBER 12, 2019 N O M1'� 57 �Q, UTILITY POLE SITE IS LOCATED WITHIN THE RESOURCE �� Ira 'r�l '% Gam` PROTECTION OVERLAY DISTRICT ( �� ' ; I ,,_ off 508-362-4541 OHE /} FIRE HYDRANT `' �' t No. .F602 1 / , ��---�� fax 508-362-9880 OHE sY`� No QJ9E„1 `1 0 o .Ph downcope.com NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING SITE IS LOCATED WITHIN THE ESTUARINE _� cFi WATERSHED FOR POPPONESSET BAY �� "I.°` �\ S S�oF- s J,Olfj4r down n1pe enginee nB inc. THREE BAYS, RUSHY MARSH AND W/?Sur r CENTERVILLE RIVER civil engineers� land surveyors Scale: 1"= 20' �n y 939 Main Street ( R to 6A) DCE # 19-24 > 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. / YARMOUTHPORT MA 02675 19-241 CUTTER.DWG