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Home My WebLink About0119 PARK AVENUE - Health 110 PARK AVENUE, CENTERVILLE A=207 028% UPC 12534 No.2153LOR HASTINGS.MN TOWN OF BARNSTABLE `LOCATION �elrk. lure-. SEWAGE# Z06-7- 14 1. VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY )!�bS c \ LL LEACHING FACILITY:`(type) 2-Sco«,\ (size) k;jk 3d x e NO.OF BEDROOMS 3 OWNER 0- e5 PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching'Facility Feet Private Water Supply Welland Leaching Facility(If any wells exist on site or within 200 feet ofleaching facility)--°' Feet Edge of Wetland and Leaching Facility(If any wetlands'exist within 300 feet of leaching facility) Feet FURNISHED,BY-Qj�—,r..,;rt A�� 1�4 al O � C� `- z2 C2_t�� q �02�c .. .. 03� �t � i � �. c 2 - � t ,, �3 � � � TOWN OF BARNSTABLE LOCATION 40,el?61 le SEWAGE # / 7 VII,LAGE l ASSESSO ' MAP/&LOT �� VVSPC_C b AME&PHONE SEPTIC TANK CAPACITY LEACHING FACILITY: (type) e CSC 02 (size) NO.OF BEDROOMS BUILDER OWNER _ PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 eet of leac ' g facili �/� Feet Furnished bye` } 5`�`c� i0a2,�� ,r.� �', �. r ..._-. ,..` .. ; _.,.. .�,.r ter.,.,..s..---• ....+.....'.--��.,�--�...,..Y__ _. .� j .�-..•. . ._ .. .. ,.,,�. - .. ii r No. ao07 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication for k, o ar �ptem� �ottgtr ctiottertntt Application for a Permit to Construct( ) Repair(,7a Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. l/� i✓/I _ !f't° Owner's Name,Address,and Tel.No. nN� Assessor's Map/Parcely Installer's Name,Address,and Tel.No. � ,, �J`/ 'COS ' Designer's Name,Address and Tel.No. D I &I-do pS•?6d�ii -,## /'- i-ar- - Type of Building: Dwelling No.of Bedrooms 3 Lot Size /f?, sq.ft. Garbage Grinder (to Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Brim.required) 43:3 a gpd Design flow provided :3 3& gpd Plan Date Rpm/ ) Number of sheets y Revision Date Title I— S° Size of Septic Tank .40 Type of S.A.S. L �. �.E C, wr,*5, Description of Soile�' Nature"offRepairs or Alterations(Answer when applicable) ZaJ/j/ "t //-/,0 /YaQ �E.� S'�fJ�, s 4 1 ld�/GA� 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 Bo r of ealtbi Signed _ Date Application Approved by Date -0 Application Disapproved by: Date for the following reasons Permit No. oZ-607 "1& I Date Issued 9 — 01- 'G 7 .. ♦ .�_ ^^ -'^'^-^1.� .. _ ^r '^"`.'W..n ''..ram- .. .. f. .. . t. 'F. .mot v �. _ r_ A { F No. . d-o 0 I-7 (C0' S: '4 4 Fee��V THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN'OF BARNSTABLE, MASSACHUSETTS Yes 2pprication for Oilpogar 6pstem Co=stem n Permit Application for a Permit to Construct( ) Repair(�pgrade( ) Abandon( ) ❑Individual Components Location Address or Lot No. /�/� ✓7 (/ - Owner's Name,Address,-and Tel.No. 0�i r • C ,rn}�v. /> n�la - //of A.•� y9�'4' Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.L�Aj �1"lrlc�u�f� %)9 S t Sby �lyS $91s`o n0•1I,//, t77 t-jt-• 5"781- 362-0 x Type of Building: Dwelling No.of Bedrooms 3 Lot Size�� 33 sq. ft. Garbage Grinder (� Other Type of Building No.of Persons Showers( ). Cafeteria( ) Other Fixtures Design FlowAmin.required) .3� e gpd Design flow provided 3& gpd Plan Date Y6 L 3 aQLj Number of sheets. / Revision Date Title !!T' �i I Size of Septic Tank /rU(} Gs L Type of S.A.S. /.2 j?�j cF t Lr c< C/,qs�✓j,J Description of Soil sr-r' Nature of Repairs or Alterations(Answer when``applicable) 7 v 117,11 .7 N/e) lyav Gn t//0 )- /).&/ < Gr! (,IJ ,��d ,!27d C/ l.•Flt f arm/ r-J itiJ 9 9 ��X �? �3�� • 40,V /..fl0u Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed �► t Date Application Approved by v �''t5r Date Application A Disapproved PP by: Date tfor the following reasons Permit No.. a e Issued❑e - 1 y'b THE COMMONWEALTH OF MASSACHUSETTS - BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (1 Upgraded ( ) Abandoned( )by /- r��a�,(, �d7S�r✓`�rd✓ at Adr. _� �,w.y le has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 00 7-1(0 dated y- ;Z q- 07. Installer /�Q✓X+1dff, G/i ST,tJL Hd✓ Designer �v fHO� =Nr�iA-MrD!,r #bedrooms 3 Approved design flow 33 J d The issuance of this perm/'#shall not b construed as a guarantee that the syste �uil function as designed. G gP Date /=lo- 0 Inspector -------------------------- --------L----�---- No. 2 0 V? _ 16 1 Fee /04 i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS &S".v"o t 6p$tem Congtrurtion Vermtt Permission is hereby granted to Construct ( ) Repair (k1 ) Upgrade ( ) Abandon ( ) System located at //!Z ;41-71- /, ��. tin A111W A 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 of special conditions. Provided: Construction must be completed within three years of the date of this permit. Date L4` "y� Approved by r V a FROM :down cape engineering inc FAX NO. :15083629880 Jun. 01 2007 07:14AM P1 '1 ,y Town of. Bamstable Regulatory Services Thomas F. Geiiler,Director UAA& '' Public Health Division ' Thomas McKean, Director 200 Main Street,Hyannis,M_4 02603 Fax: 508-790-6304 Office: 5 06-862-4644 Installer& Degi er Certifl. 1 iela.Form Date: 07 Sewage/permit# jv—o —I OP Assessor's MapTareel °�7 � L Designer: 0 �- ^- % f Insudler. D� D Address: ! Address: ... . Q.,'�lU►.t.. � MIS` �a�-✓� ,.� l`-�ri�-I/� On� - ��0 ,� 7L was issued a permit to install a (date) f p (installer) septic system at Vr.based on a design drawn bar (address) ✓ dated ( signer) 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 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 c as-built by designer to follow. �qt1 pP!�q ARNE w4� $G OJAL� y:a (Installer's Signature) QIVIL No 30792 t Signature) (Affix Desi. ile s Stamp Here} PI,.EASE RETURN TO BARNS_+TABLE PUBLIC HEAUUi..._DIVISIQN.., CERT1FiCATE OF CONIPI�IANCF WILD NOT BF ISSUED UNTIL BQTII THIS FORM kND As-1BIUILT CARD-ARE REG'EIVED 13Y THE AARN ;TABLE PUBLIC HEALTH OiVISION,THANK YOU. (): Health/Septic/Designer Cc-tificaiioit form 3-26-04,doc BORTOLOTTI CONSTRUCTION, INC. +� SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Address Prop e ----- ---------- ° QD FpL 4CFO ¢� Date of Inspec ��_�� Map /11� arceO?_ Owne J S S 1 -- ------s----- �c�✓- tom j �:. Ibgills - �l ----------- CHECK IF THE FOLLOWING HAVE BEEN DONE: PART A — CHECKLIST PUMPING INFORMATION WAS REQUESTED OF THE OWNER,OCCUPANT,AND BOARD OF HEALTH. "NONE OF THE SYSTEM COMPONENTS HAVE BEEN PUMPED FOR AT LEAST TWO WEEKS AND THE SYSTEM HAS BEEN RECEIVING NORMAL FLOW RATES DURING THAT PERIOD. LARGE COLUMES OF WATER HAVE NOT BEEN INTRODUCED INTO THE SYSTEM RECENTLY OR AS PART OF THIS INSPECTION. v AS-BUILT PLANS HAVE BEEN OBTAINED AND EXAMINED. NOTE IF THEY ARE NOT AVAILABLE WITH N/A. r/ THE FACILITY OR DWELLING WAS INSPECTED FOR SIGNS OF SEWAGE BACK-UP. v THE SITE WAS INSPECTED FOR SIGNS OF BREAKOUT. 4 ALL SYSTEM COMPONENTS,EXCLUDING THE SAS,HAVE BEEN LOCATED ON THE SITE. v THE SEPTIC TANK MANHOLES WERE UNCOVERED,OPENED,AND THE INTERIOR OF THE SEPTIC TANK WAS INSPECTED FOR CONDITION OF BAFFLES OR TEES,MATERIAL OF CONSTRUCTION,DIMENSIONS,DEPTH OF LIQUID,DEPTH OF SLUDGE, DEPTH OF SCUM. t,- THE SIZE AND LOCATION OF THE SAS ON THE SITE HAS BEEN DETERMINED BASED ON EXISTING INFORMATION OR APPROXIMATED BY NON-INTRUSIVE METHODS. SHE FACILITY OWNER(AND OCCUPANTS,IF DIFFERENT FROM OWNER)WERE PROVIDED WITH INFORMATION ON THE PROPER MAINTENANCE OF SSDS. PART B — SYSTEM INFORMATION _ FLOW CONDITIONS RESIDENTIAL /1 — — --- No of Bedrooms C)c Cc" i'LNo of Current Residents Garbage Grinder Laundry Connected to System ( U Seasonal Use NON RESIDENTIAL: -- -- --- Calculated flow WATER METER READINGS,IF AVAILABLE: — - ----------- Pumping Records and Source of Information: GALLONS �.P C36)W9 _ SYSTEM PUMPED AS PART OF INSPECTION? V IF YES,VOLUME PUMPED= GALS Reason for Pumping: TYPE OF SYSTEM: Septic tank/distribution box/soil absorption system Single Cesspool Overflow Cesspool Privy hared system ("if es,attach preyions ins ection rec�o s, if any) Other(explain) 6�''p/ � s1�Cs' t, psspod�� Apy,qkimate age of all components. Date installed,if known. Source of Information. SEWAGE ODORS DETECTED WHEN ARRIVING AT THE SITE? SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B — SYSTEM INFORMATION (Continued) SEPTIC TANK: Depth below grade: Dimensions: Material of construction: Concrete Metal FRP Other} Sludge Depth Distance from top of sludge to bottom of outlet tee or baffle Scum Thickness Distance from Top of Scum to top of outlet tee or baffle Distance from bottom of Scum to bottom of outlet tee or baffle Comments: DISTRIBUTION BOX: �_ DEPTH OF LIQUID LEVEL ABOVE OUTLET INVERT Comments: PUMPCHAMBER: Pumps in working order? Comments: SOIL ABSORPTION SYSTEM (SAS): IF NOT PRESENT,EXPLAIN: TYPE: omments: CESSPOOLS: Number and configuration Depth—top of liquid to.inlet Invert Depth of solids layer Depth of scum layer Dimension of cesspool G�,)X ��J Materials of construction Indication of groundwater Inflow(cesspool must be pumped) C mm ts: O o/ pL �i C� 'e/` b� (7 I , �• �. PRIVY: Materials,of construction Dimensions Depth of solids Comments: SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B — SYSTEM INFORMATION (Continued) SKETCH OF SEWAGE DISPOSAL SYSTEM: INCLUDE TIES TO AT LEAST TWO PERMANENT REFERENCES,LANDMARKS OR BENCHMARKS. LOCATE ALL WELLS WITHIN 100' 4 DEPTH TO GROUNDWATER: DEPTH TO GROUNDWATER METHOD OF.DETERMINATION OR APPROXIMATION: L -, SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C — FAILURE CRITERIA (Indicate Y-yes N-no ND-not determined.Describe basis of determination.If"not determined",explain why not.) Al Backup of Sewage into Facility? Al Discharge or ponding of effluent to the surface of the ground or surface waters? / Static liquid level in the districution box above outlet invert? ✓v Liquid depth in cesspool, 6"below invert or available volume, 1/2 day flow? Required pumping 4 times or more in the last year? Number of times pumped Septic tank is metal?cracked?structurally unsound?substantial infiltration?substantial exfiltration? tank failure imminent? Is any portion of the SAS,cesspool or privy, below the high groundwater elevation? v Within 50 feet of a surface water? /V. Within.100.feet of a surface water supply or tributary to a surface water supply? / Within a Zone I of a public well? /Y Within 50 feet of a private water supply well? Within 50 feet of a bordering vegetated wetland or salt marsh (cesspools&privies only, not the SAS)? NLess than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analysis for coliform bacteria,volatile organic compounds,amonia nitrogen and nitrate nitrogen. PART D — CERTIFICATION INSPECTOR, 'ROBERT J. BORTOLOTTI ADDRESS: 765 WAKEBY ROAD, MARSTONS MILLS COMPANY.- BORTOLOTTI CONSTRUCTION INC. MA 02648 (508)771-9399 CERTIFICATION STATEMENT I CERTIFY THAT I HAVE PERSONALLY INSPECTED THE SEWAGE DISPOSAL SYSTEM AT THIS ADDRESS AND THAT THE INFORMATION REPORTED IS TRUE,ACCURATE AND COMPLETE AS OF THE TIME OF INSPECTION. THE INSPECTION WAS PERFORMED AND ANY RECOMMENDATION REGARDING UPGRADE,MAINTENANCE AND REPAIR ARE CONSISTENT WITH MYTRAINING AND EXPERIENCE IN THE PROPER FUNCTION AND MAINTENANCE OF ON-SrrE SEWAGE DISPOSAL SYSTEMS. CHECK ONE: Y I HAVE NOT FOUND ANY INFORMATION WHICH INDICATES THAT THE SYSTEM FAILS TO ADEQUATELY PROTECT PUBLIC HEALTH-OR THE ENVIRONMENT AS DEFINED IN 310 CMF 15.303. ANY FAILURE CRITERIA NOT EVALUATED ARE AS STATED IN THE"FAILURE CRITERIA"SECTION OF THIS FORM. I HAVE DETERMINED THAT THE SYSTEM FAILS TO PROTECT PUBLIC HEALTH AND THE ENVIRONMENT AS DEFINED IN 310 CMR 15.303..THE BASIS FOR THIS DETERMINATION IS PROVIDED IN THE"FAILURE CRITERIA"SECTION OF THIS FORM. INSPECTOR'S SIGNATURE: DATE: . ., w ORIGINAL TO SYSTEM OWNER,COPIES:BUYER(ifapplicable),APPROVING AUTHORITY r TOP FNDN. AT EL. 50.7' SYSTEM PROFILE NOTES Route 28 ACCESS COVERS TO WITHIN 6" OF FlN. GRADE (N OT TO SCALE) ACCESS COVER TO WITHIN 3' OF FlN. GRADE 1. DATUM IS APPROXIMATE NGVD ACCESS COVER (WATERTIGHT) TO 50.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING 2% SLOPE REQUIRED OVER SYSTEM 50.0' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. �*48.11 C FOR FIRST 2' OR GEOTEXTILE FABRIC PROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO J_ GALLON SEPTIC ` H- 10 47.78 47.53 " 47.3 o P o TANK (H- 10 ) GAS �� 46.62 5. PIPE JOINTS TO BE MADE WATERTIGHT. �c � 46.79 0002�30 000000000 � 46.56 0 0 0 0 0 0 0 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 4' �6' CRUSHED STONE OR MECHANICAL 0 0 0 ED 0 0 ED 0 ED MASS. ENVIRONMENTAL CODE TITLE V. TEE SZFS:OF FLDW - COMPACTION. (15.221 [2]) 2' Q 0 0 0 0 0 44.56' LOCus L�� " 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO t� INLET DEPTH = �� 3/4" TO 1 1/2" DOUBLE WASHED STONE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. �64� OUTLET DEPTH = 14" a n Horseshoe Ln (2.5 X SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 4 LEACHING 5.06' 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FOUNDATION 16 SEPTIC TANK 74 D BOX 8 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP *THE INSTALLER SHALL VERIFY THE OBTAINED FROM BOARD OF HEALTH. , LOCATIONS OF ALL UTILITIES AND ALL SCALE: 1 = 2,000 t BUILDING SEWER OUTLETS AND ELEVATIONS 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING PRIOR TO INSTALLING ANY PORTION OF , DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 207 PARCEL 28 SEPTIC SYSTEM. ALL SEWER OUTLETS SHALL BOTTOM TH-2 EL. 39.5 OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO CONNECT TO PROPOSED SEPTIC TANK. COMMENCEMENT OF WORK. LOCUS IS WITHIN AP OVERLAY DISTRICT LEGEND x ' 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ' REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 100.01 PROPOSED SPOT ELEVATION ` x w 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ' REMOVED 5' BENEATH AND AROUND THE PROPOSED +100.00 EXISTING SPOT ELEVATION x LEACHING FACILITY. �+ o� 100 PROPOSED CONTOUR SYSTEM DESIGN: BENCH MARK - CORNER OF 100 EXISTING CONTOUR CONC. BULKHEAD EL. - 49.6 VARIANCES: GARBAGE DISPOSER IS NOT ALLOWED I VARIANCES FOR SEPTIC SYSTEM DESIGN FLOW. 3 BEDROOMS ® 110 GPD = 330 GPD 5' REMOVAL OF SOIL IN AREA x REPAIRS WHICH MAY BE IMMEDIATELY USE A 330 GPD DESIGN FLOW SHOWN AS REQUIRED TO INSTALL GRANTED BY THE BOARD OF HEALTH 43't 40 MIL POLY LINER. REPLACE WITH CLEAN MEDIUM SAND. AGENT OR BY HEALTH INSPECTOR SEPTIC TANK: 330 GPD (2) = 660 L. 50 __X�_ TOP EL OF LINER = y7i�0 x X BOTTOM EL = PAPERWORK AND HEARING REDUCTION USE A 1500 GAL. SEPTIC TANK 113, 76 PROPOSALS APPROVED BY THE ' X_ -- __FRALO_ SEPTECH ST-1500 PLASTIC TANK MAY BE UTILIZED 10 3.39' X`X x BOARD OF HEALTH REVISED DURING A _ PUBLIC HEARING HELD ON NOVEMBER IF INSTALLER FEELS .SITE CONDITIONS WARfZENT SUBSTITUTIONX TEST HOLE LOGS �X 15, 2005 LEACHING: FLAHERTY, R.S. CP H^" / SYSIEMED SYSTEMS COMPONENT�0 FOUNDATION LY - SEPTIC SIDES: _2 (30 + 9.83) 2 (.74) = 118 GPD DAVID ENGINEER: ' . TH-1 10 / BOTTOM 30 x 9.83 (.74) = 218 GPD DON DESMARAIS, R.S. �5 . O 16 4 .� 0' , SETBACK, IF AN IMPERVIOUS LINER IS WITNESS: ' 2 10 O / DESIGNED AND INSTALLED. DATE: MARCH 22, 2007 TOTAL: 454 S.F. 336 GPD / < 2 MIN/INCH o ' CP o EXISTING 3 BR ;:r *: USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) PERC. RATE = DWELLING 121' WITH 4' STONE AT ENDS, 2.5' AT SIDES AND p TOP OF FNDN CLASS I SOILS P# 11667 pC I ELEV. 50.7' , / 5' BETWEEN UNITS o4111 ELEV. ELEV. '' » 4 » 4 o , , MA 0 50.0, 0 50.0 DECK LOT AREA S / APPROVED DATE BOARD OF HEALTH A A 10,339 SF LS LS � /, 0.2 AC. t /ry+�G 3 , , Q TITLE 5 SITE PLAN 6" 10YR 3/2 49.5' 10YR 3/2 G w 6 49.5 w o / OF B B 49 119 PARK AVE. LS LS O/H UTILS 01 / 26" 10YR 5/4 47 8' 28„ 10YR 5/4 47 7' PAVED DRIVE (CENTERVILLE) BARNSTABLE, MA PREPARED FOR PERC BORTOLOTTI CONSTRUCTION/ v 41c c �03 3g. / CHARLES DEVORE MCS MCS DATE: APRIL 3, 2007 2.5Y 7/6 2.5Y7/6 ARNE HSS9CyG r(JrEyoff508-362-4541 OJALA fax 508 362-9880 CIVIL A N No. 30792 No.26348 v down cope engineering, inc. 120" 40.0' 126" 39.5' Scale:l"= 20' �o�ss� STEREO q0 SS`°�Q CIVIL ENGINEERS NO GROUNDWATER ENCOUNTERED Nagy URVE�° LAND SURVEYORS 939 Main Street - YARMOUTHPORT, MASS. DCE #07-026 0 10 20 30 40 50 'FEET ATE ARNE H. OJALA, P. ., P.L.S. 07-026 BOTOLOTTI_DEVORE.DWG (DDF)