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HomeMy WebLinkAbout0356 PITCHER'S WAY - Health s Pitchers �vV ay `' rr k Hyannis A= 290 - 016 4 ° , r Y<v TOWN OF BARNSTABLE LOCATION� �� �l`V decS U)�y SEWAGE# , ADI q-Ot L�1 VILLAGE �1�1,A t.1 N A ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. 001- CMS -Cr J Gz SEPTIC TANK CAPACITY ,LOOQ Q Q'L, 4 f9-Q 0 Gr AV 1'®°J Fly MP d0k LEACHING FACILITY:(type) ( ,\ (size) C) x l Ja NO.OF BEDROOMS 3 p OWNER PERMIT DATE: , '? — )CI 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) j® Feet FURNISHED BY A 13 ®� gt ol aa, z, 41 5LID 30 �6' 1/`O /v �3 3 No. r� I I 61L( Fee a V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application for Bk8po8al *pstrm Construction Permit Application for a Permit to Construct( ) Repair( i Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 35(p P 6T606ERf S y Owner's Name,Address,and Tel No. Assessor'sMap7Parcel 9.90 d/(p 8G N3'A1-(1&) r✓ Ni:A 9A PGF 3 ( M014- �&zP.G- Hy4&),Q Installer's Name,Address,and Tel.No. Designer's Name,Address,and=T 1.No. 1Z► - Cam_ Go s+x_ FIZ�I PJiJ C!AP� / iN�Z&JC, i eom c� srt- _ 661- 0 S T P-16A YA ' Type of Building: + Dwelling . No.of Bedrooms Lot Size - (dlZ sq.ft. Garbage Grinder( ) Other Type of Building RIA No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �s ® gpd Design flow provided 3 gpd Plan Date N O V 7o1 V f�L O( F, Number of sheets Revision Date DFG Title 35(1— Y 1Tf_.JqEFAS U o" t4y", Wl Size of Septic Tank l ,®ocj Ci4CLAiS Type of S.A.S. 15 x a(P& 7DO9 Description of Soil 6t�t✓ -- Cc. S L s D . a• �/ 5�zz PL 4&) Nature of Repairs or Alterations(Answer when applicable) U (W6Z'1 dJF ��(,� G4,A10 J ISIVTKI -CAM/K Tb u�_ 11Uop <�&) p ma c . -tp Ney ) Dk�X, 1'n Is `X 3d 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 Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by — Date -- Application Disapproved by Date for the following reasons Permit No. C d I— Date Issued -----_�-------------------------- No. V 1 61 L Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliration for MispoBal 6pstem Construction Vermit Application for a Permit to Construct( ) Repair()� Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. . �� ('l�{ �5 (AJ,�Y Owner's Name,Address,and Tel.No. 1 Assessors Map/Parcel a,90 �(� 4V 711`'1[k 6 pA=t( ',' .4 PC Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. $D 5( 0;L- 'R�oru --3 b t o,,YL co Xvic,.- POcwN O-A PC- p�,�rn �► ruc 1S �.; tisrc� ir. Type of Building: Dwelling No.of Bedrooms 2) Lot Size 1Z ►2. sq.ft. Garbage Grinder( ) Other Type of Building RL-S/]')iEa rT/JJL No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -33a gpd Design flow provided 333 gpd { Plan Date QV Q 0, Q( R Number of sheets Revision Date DEZ 2� I U , t Size of Septic Tank I ,Ono t!'�CA,5 Type of S.A.S. 15 �(,3Q p �is'� — coAp_S� SsL��A�aT 6- -- N-40 Description of Soil Nature of Repairs or Alterations(Answer when applicable) U< Z_ � L�-1[„ k I7 ) 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 Certificate of Compliance has been issued by this Board of Health. Signed Date I Zoo 1 Application Approved by Date j _i� Application Disapproved by Date r for the following reasons Permit No. CAI 1 - o I�' Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate Of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( N Upgraded( ) Abandoned( )by Cap&,,d-0 �CO, p fL �?. d t1[l. co at �? (�(T ��^ QT Y has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.a0/9 -61 dated I- - Installer � � j, b.,aq to • 9t,.4 _ Designer <,mac lG: N /.A 1YJ #bedrooms ' Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that th.system will fu .o as esigned. Date / / !� Q Inspector w c No. d I 61 q Fee / THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal 6pBtem-Cons trULtion VPrmit Permission is hereby granted to Construct( ) Repair(x) Upgrade( ) Abandon( ) System located at .3 -5 G lc and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit Date Approved by (i" r /. ( {�,��j:C. .-� V. f = Town Of Barnstable P�� erg o Regulatory Services Thomas F. Geiler,Director BMWSIAU14 - ®� Pub,He Health Dnvisioia Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-79076304 Installer&Desigger Certification Form Date:. / !� /9 Sewage Permit# 10 C(- 01 L1 Assessor's Map\]Parcell a 90/!� Designer: �Io w� Ca.,oe. C,,4 i Ott i ]installer: A r Ad dress: LJ? l"gal*�� V t Address: r 2A G,✓r�ro��- e�,l�" M� I'1�C�w�L� , nnc, , o��W� On -1-t c( w�je� Oy was issued a permit to install a (date) (installer) septic system at 39 P C-" Way based on a design drawn by (address) 10A,le'l 4, iada_ PE P4-r dated CC V. esigner) I certify that the septic system referenced above was installed substantially according to the design,which may include.minor eg approved Chan such as�lateial relocation of the . distribution box and/or septic tank.�S o ( (Le�o v,& n,o�ec o,._ wai,o a,(sv 66 AE 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. DANIELA. �Nm �. OJALA (Installer'sSignature) CIVIL No.46502. . �. �o (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABL]E PUBLIC HEALTH ID][MION. CERTIFICATE OF I COMPLL4 NCE WELL NOT BE ISSUED UNTIL BOW THYS FORM AND AS BUILT CARD ARE ]RECEIVED BY THE BARNSTABLE]PUBLIC HEALTH IDMSION THANK YOU. Q:Health/Septic/Desigaer Certification Form 3-26-04.doc l jC Town of Barnstable P# o Department of Regulatory Services :? eARNszABLE, : Public Health Division Date P Y v� 059. ,0� 200 Main Street,Hyannis MA 02601 r Date Scheduled /!/ � Time 1//0 Fee Pd. M • �Q r;a Soil Suitability Assessment for Sef age Disposal Performed By: �� 66Witnessed By: LOCATION& GENERAL INFORMATIOPN Location Address cc3 P''�6 Ghe-yS Owner's Name Address Assessor's Map/Parcel: a P116 Engineer's Name �O wv., NEW CONSTRUCTION REPAIR [Telephone# Land Use w� Slopes(%) C ' J Surface Stones /G / 'Q• Distances from: Open Water Body > /L/ ft Possible Wet Area�( ft Drinking Water Well Drainage Way >[/oy ft Property Line �v ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Ii W i5 f F Til® 7l+1 i /16*-e � 9 9 1< a �00/ 1 Glee P�a� / I r p�,�-was � �� Parent material a`J (geologic)g�s `��) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater / E A ION FOR SEASONAL HIGH WATER TABLE Method Used:� 7e 4;1-i -5?—6wl Depth Observed standing in obs.hole: 1 V 2 f I in. Depth to soil mottles: P g o es. in. P Depth to weeping from side of obs.hole: lft in. Groundwater Adjustment ft. // Index Well#1 3O Reading Date: 7//Y Index Well level 2 i Adj.factor I i q/ Adj.Groundwater Level Z PERCOLATION TEST Date Time Observation Hole# Time at 9" /foo tj Depth of Perc �V Time at 6" Start Pre-soak Time @ Time(9"-6") End Pre-soak r _ Rate Mm./Inch Site Suitability Assessment: Site Passed _ Site Failed: Additional Testing Needed(Y/N) �✓ Original: Public Health Division Observation Hole Data To Be Completed on Back----------- *If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel 0-9 ' cz- L W W P y DEEP OBSERVATION HOLE LOG • ,.Hole# ?: Depth from Soil Horizon Soil Texture Soil Color'' ` Soil , ' Other Surface(in.) (USDA) (Munsell) Mottling •(Structurep Stones,Boulders. Consistenc %Gravel -7 pyk �Z DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Graven DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No_� Yes Within 100 year flood boundary No V Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious aterial exist in all areas observed throughout the area proposed for the soil absorption system? �Q f If not,what is the depth of naturally occurring p rvio8 us material? Certification I certify that on -- / (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training,expertise and experience described in 310 CMR 15.01/7. Signature �� �� �` Date Q:\SEPTIC\PERCFORM.DOC NAME OF OFFENDER n -7, J� BAR 6736IJ TOWN OF ADDRESS OF OFFENDER tt Y R� BARNSTABLE CITYE,STATE,3�ZIP CODE 04 n�(0O (� DATE 0!BIRTHol-7FENDER Q `�.IKE I My(OPERATOR LICENSE SE NUMBER' M V V MV/MB REGISTRATION NUMBER 0g76(o 35 -71 OFFENSE !♦ LU BARNSTABLE. ' Y- CL _� _ �639• �0 O TIME AND DATE OF VIOLATION _ t jLOCATION OF VIOLATION ,�,, p W NOTICE OF 4410 (A.M./QW)ON�,,'_l,"�1�((b� - 2007 3 a ES! �. -�J W %q a VIOLATION SIGNATURE NFOflCINGPE@SQN r��47^'��+n ENFI)rGINGDEPT BADGENBJ CLU nw'"�/��/f K� C11 �V✓ , L OF TOWN I HEREBY ACKN'aWLEDGE RECEIPT OF CITATION X a ©Unable to obtain signature of offender. ORDINANCE THE NONCRIMINAL FINE FOR THIS OFFENSE IS Date mailed d a 1R YOU HAVE THE FOLLOWING ALTERNATIVES WITH REGARD TO DISPOSITION OF THIS MATTER,EITHER OPTION(1)OR OPTION(2)WILL OPERATE AS A FINAL UJI DISPOSITION WITH NO RESULTING CRIMINAL RECORD. U) _ GULATION (t)You may elect to pay the above fine,either by appearing in person between 8:30 A.M.and 4:00 P.M.,Monday through Friday,legal holidays excepted, W before:The Barnstable Clerk,230 South Street,Hyannis,MA 02601,or by mailing a check,money order or postal note to Barnstable Clerk,P.O.Box 2430, a Hyannis,MA 02601,WITHIN TWENTY-ONE(21)DAYS OF THE DATE OF THIS NOTICE. (2)If you desire to contest this matter in a noncriminal proceeding,you may do so by making written request to DISTRICT COURT DEPARTMENT,FIRST BARNSTABLE DIVISION,COURT COMPOUND,MAIN STREET,BARNSTABLE,MA 02630,Attn:21D Noncriminal Hearings and enclose a copy of this citation for a hearing. (3)If you fail to pay the above offense or to request a hearing within 21 days,or if you fail to appear for the hearing or to pay any fine determined at the hearing to be due,criminal complaint may be issued again st ou. ❑ I HEREBY ELECT the first option above,confess to the offense charged,and enclose payment in the amount of$ I Signature NOTES LEGEND MARK CORNERS OF 1. DATUM IS NAVQ 88 73 ,99- EXISTING CONTOUR SYSTEM PROFILE LEACHING FIELD W/ (NOT TO SCALE) REBAR SET 4" BELOW PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING X 99-1 EXIST. SPOT ELEV. PROVIDE MIN. 20" DIAM. WATERTIGHT GRADE WITHIN 3" OF FINISH GRADE Sl ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 27oSLOPE 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT. -[99]- PROPOSED CONTOUR TOP FOUND. EL. 27.0' P, FILTER FABRIC 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS Hyc... Eas7 198-4] PROPOSED SPOT EL. TOP 26.20' FINISHED GRADE- 4" LOAM & SEED OR PAVE AS REQ. TO BE AASHO H-10 Elem 1 .20 MINIMUM .75JOF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSIEM 127.2' TH1 eve PRECAST H-10 III i MA WATERTIGHT. -t ZABEL NOTE: 2" MIN. WALL Locus St( RISERS (TYP.) -NT PRECAST H-10 THICKNESS REQUIRED CLEAN FILL Mitchells TEST HOLE EFFLUENT RISERS (TYP.) /�2 2'0 PROP. TEE 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH - FILTER 2'0 4"OSCH40 PVC 4*PERFORATED PVC V O.t S=0.005 TITLE 5.)PIPES LEVEL 1 ST 2' 2'/.- SLOPE OF GROUND - 0 310 CMR 15.000 b 0 0 10. 1 4 3 10" 14* 1,000 GAL H-10 8. /4--1-1/2- DOUBLE WASHED 01 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT UTILITY POLE "EXISTING TEE COD TEE 10" STONE LEACHING FIELD EPTH MIN BELOW INV. Mjin SEPTIC TANK 0 TO BE USED FOR LOT LINE STAKING OR ANY OTHER PUMP CHAMBER 4"OS' PIPES 6"D -.00....0.00 5]�!r T25.7 00"0..0.0. .0 A AKI&A EXISTING 23.56 / TEE 0 F21 OIR25 PURPOSE. WeSt IVGI�7 St. SEE DETAIL BELOW ..% - ___ 25.87' LEVEL BOTTOM 0 FIRE HYDRANT GAS BAFFLE '00:0gogo:0:0 �cy ?000000000? O'C'. n 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Pie NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 30' L 26.09' 25.92 J. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 25.2' oo 0 °.0;0;0;0; ;0;0; 0 WITHOUT INSPECTION BY BOARD OF HEALTH AND '(�. 0;0;0;0;0;0 0; 0;0�;tL WATER-TEST D'BOX FOR LEVELKIESS 0 000(>0 0- 0 n m 4 � onoo�0000000000000go �G P0000000? ?,?*?0? 0 0 C, PERMISSION OBTAINED FROM BOARD OF HEALTH. 5.0 6" CRUSHED STONE OR MECHANICAL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING COMPACTION. (15.221 [2]) DIGSAFE (1-888-344-7233) AND VERIFYING THE 20.2' ADJUSTED GROUNDWATER LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES LOCUS MAP (--L% SLOPE) (-!-% SLOPE) PRIOR TO COMMENCEMENT OF WORK. LOW PROFILE SCALE 1"=2000'± LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION EXISTING SEPTIC TANK 24'- PUMP CHAMBER- 28 D' BOX 5p REMOVED BENEATH AND 5' AROUND THE PROPOSED FACILITY LEACHING FACILITY, ASSESSORS MAP 290 PARCEL 115 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND SITE IS LOCATED WITHIN ZONE 11 SYSTEM DESIGN: REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. *THE INSTALLER SHALL VERIFY THE GARBAGE DISPOSER IS NOT ALLOWED LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND EXISTING 3 BEDROOM DWELLING ELEVATIONS PRIOR TO INSTALLING ANY DESIGN FLOW: 3 BEDROOMS @ 110 GPD = 330 GPD PORTION OF SEPTIC SYSTEM PROP. WATERTIGHT COVER TO GRADE USE A 330 GPD DESIGN FLOW " ALARM AND CONTROL PANEL INSTALLER SHALL CONFIRM MINIMUM SEPTIC TO BE INSTALLED INSIDE PROVIDE QUICK DISCONNECT FOR PUMP TANK SIZE AT 1000 GALLONS AND ITS SUITABILITY BUILDING. ALARM TO BE ON SEPTIC TANK: 330 GPD (2) = 660 FOR RE-USE. REPLACE 'WITH 1500 GALLON SEPARATE CIRCUIT FROM PUMP SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF �b/ USE A 1500 GAL. SEPTIC TANK NOT SUITABLE BENCHMAR LEACHING: CORNER CON KPATIO=25.5' VD88 330 GPD (.74) = 446 SF REQUIRED 5' REMOVAL OF UNSUITABLE SOIL REQUIRED INV. IN 23.56' 1 NO LOW POINTS AROUND PERIMETER OF LEACHING FACILITY, Ll 9" PRESSURE LINE 15' X 30' 450 SF OK DOWN TO SUITABLE SOIL LAYER. REPLACE FLOAT SWITCH 27 24 1000 GAL. H-10 S/ WITH CLEAN MED. SAND, TO MEET 450 SF X .74 = 333 GPD OK SPECIFICATIONS OF 310 CMR 15.255(3) 600 GAL.+ SLOPE TO DRAIN BACK TO PC SETTINGS: ALARM-ON RESERVE 0.25" WEEP HOLES USE A 15' X 30' PIPE AND STONE LEACHING FIELD PUMP ON PROVIDE 63' OF 40 MIL LINER CHECK VALVE ?) AT 5' OFF SAS IN AREA -.57$43 4" WORKING RANGE MYERS SRM 4 N) SHOWN. TOP AT ELEV. 2 BOTTOM AT EL 22.2' '�55--- SUBMERSIBLE 4/10 HP PUMP _r - . I ti PUMP OFF.----,---' 8" SYSTEM (OR EQUAL) MIA 26 30-OCI Ln APPROVED DATE BOARD OF HEALTH 0 C>C> 0000 T T 1, PROPOSED WORK BVW 5 PUMP CHAMBER- LIMIT LINE AT (NOT TO SCALE) 4 STAKED SILT FENCE t4� WATER P ROO F/WATERTI GHT RUNOFF 2-71 25_� i, 0 PRO OSED 14.2f 0 PUMP 0 CHAM ER BUOYANCY CALICS: -HTO 4-000 GAL._PC WEICL1,S 8380 LBS- E TING 1 .22' x 8.5 x 4.83 X 62.4 = 3125 LBS UP (OK) 0 SSP OL -P PATIO D GARAGE C, o 80. EX TING (SLAB) / '-_1 (FULL, BHr ANTIC 2 NDATION) BVW 4 26 LA 0) EXISTING PAVED 50.00, DWELLING LID DRIVE C' TOF = 27.0 G ./` \ a � � 25 I " (DUCK DECK Cp TEST HOLE LOGS 4 2, i ° j is w ENGINEER: DANIEL E. GONSALVES, SE #13587 BVW 3 Cp WITNESS. ISO DON DESMARAIS, RS W 4 10 \0 Z. DATE: 11/16/2018 PERC. RATE < 2 MIN/INCH l o �� I `� I Q. CLASS I SOILS P7T 15829 ISO W 3 1 1 I i W TITLE 5 SITE PLAN ELEV. ELEV. 50.00 LOT AREA OF Ld. 24,612±SF op, 26.8' 0" 26.8' 27 0 Of N3 0 A A m: LS LS 356 PITCHER'S WAY IS W 2 1 OYR 3/2 1 OYR 3/2 4A' 8" 7" SBVW 1 1 20 HYANNIS, MA B B LS /LS UNSUITABLE SOIL ISO w '19 7� PREPARED FOR 1 OYR 4/4 pp 1 0YR 4/4 27" 24.6' 24 24.8' / , 1 L� ESE JAMIN PE Y �j\A\S C C G-W ADJ. DATA: '3'�AcoAs DATE: NOVEMBER 20, 2018 WELL:PERC ZONE: DA1W-230 -3 REV: DECEMBER 2018 (PC LOCATION) M/CS M/CS ADJ: 1.9' OCTOBER Scale: 1 20' 2.5Y 6/4 2.5Y 6/4 0 10 20 30 40 50 FEET A� OF DANIELA. o OJALA DANIEsm CIVIL A. 0 U OJALA off 508-362-4541 120" 16.8' 120" 16.8' No.46502 fax 508-362-9880 O/S ev- No.40980 downcape.com @ GROUNDWATER ENCOUNTERED AT 102" EL. 18.3 /ON 1 FSS\o 1� 1 0 0 0 gN�SUR\1 00WO cape e#74flfteeflftf, 14C. civil engineers land surveyors �.2 -3-.#� .. ( 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 LICE # 18-402 18-402 PERRY.DWG