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HomeMy WebLinkAbout0321 CAP'N LIJAH'S ROAD - Health 321 Cap'n Lijah's Road"- Centerville A = 193 — 139 X 5mEAD No.2-1 S3LOR UPC 12S34 "W".cOm - Made 1n UREA �IW MMI�MIQW SFIsoulcm �, ,,;, 0 s t • No. 'Q 7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS " tt or Misosalpstem ions ermit Application for a Permit to Construct( Repair( ) Upgrade( ') Abandon( ) Complete S ❑Individual Components Location Address or Lot No.,3 1-V �, Owner's Name,Address,and Tel.No. \ F.Sk�lr•�ey so s£'_j --s'1�6 Assessor's Map/Parcel i"�,Z) \�3�' Cat' L ,r., \ e AA, 55 Installer's Name,Add r ss,and Tel.No. V ev%" V t,\-%--\ Designer's Name,Address,and Tel.No. 3w� � �pVOID�r4 e �Zvk —. T),pe of Building: J Dwelling No.of Bedrooms p �— Lot Size �t sq.ft. Garbage Grinder( ) Other Type of Building „es Aey&'%A,� No.of Persons Showers Cafeteria( ) Other Fixtures Design Flow(min.required) 6 Q'Q gpd Design flow provided '_'� � gpd Plan Date `1 �p Number of sheets , Revision Date Title Size of Septic Tank \4SOO Type of S.A.S. L C`� Description of Soil \ Nature of Repairs or Alterations(Answer when applicable) t'� 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 Bo4rd,of Health. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. &2 9 Date Issued 711 Nt %F-! ''"r 'No ✓ ' / II _ Fee f.. THE COMMONWEALTH OF MASSACHUSETTS Entered•in computer: Yes a PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS App Y cation f'or 'is osar fps em~Constu ion.. rmit f Application for a Permit to Construct(�)� Repair( ) Upgr h e 'Abandon( ) (dc'ompletSstem�Individual Components Location Address or Lot No. :Vti K� v Owner's Name,Address,and Tel.No. i Assessor's Map/Parcel \\'�> `3 3�1 C,4 C t ti �-� C± •r v,\\ c N\�ts5,• Installer's Name,Addre s,and Tel.No. ��@v v Designer's Name,Address,and Tef.No. N\ *s4�•.f1�� � ---5 ,?'t4` � 'Ocx�€S �OuJr\�A Type of Building: ' Dwelling No.of Bedrooms �( S�Lot Size ,y � sq.ft. Garbage Grinder( ) Other Type of Building ��a �¢c �� \ No.of Persons �'�,, Showers(.2) Cafeteria( ). i Other Fixtures Design Flow(min.required)2W> G Q gpd Design flow provided gpd Plan Date �," '� - Number of sheets '1 Revision Date Title 4 Size of Septic Tank \�©G Type of S.A.S. L@ 1QA\e N Description of Soil \'d ��A-n°\ \�Fi L 0Q t1L5 / 1-! p 4 ` 1 Nature of Repairs or Alterations(Answer when applicable) kJQ : 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 tFiis Board of Health. Signed � `r� _y,,,��—� -� Date \ - \Ca, Application Approved by r. i,. � .���=. ✓ Date ?� P � Application Disapproved by Date for the following reasons i Permit No. Date Issued l 1 -------------------------------------------------I----------------•----------------- --- -- ----------------------------•----------•-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed PIS) Repaired( ) Upgraded( ) Abandoned )by ,at l; -0rN has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.��l+� dated / 7 Installer # 1 n I-N w t Designer (---!g #bedrooms Approved design --flow ... -r'�C? gpd The issuance ofithis permit shall not be construed as a guarantee that the system will j ncti yitl,as designed. Date 9 I I d / I ". Inspector 1 )f 11, , j, R ----- ---------e- ------------------------- QP/ Fee No. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction 3permlt Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located ata`�_.\ A C3 V� ct `.� �'► C v y���.'� . . a 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 permits f"t Date f �,!�( Approved by Regulatory SServices. 4 � Thomas F. �CeiFer�,Dimect®r MENSPAM, . Public Health Division i.6- . q Thomas Me1Ki eam,Director 200 Main Street,Hyammns,LIMA.02601 Office: 509-962-4644 Fax: 503-790-6304 nstallell&Desigmer Certufiatio n Formn. ate,% Sewage rermniM '2 ®/k —0� ssesGor's MaAlParcel 1p? ' 11Designaer: Wr ' ems a➢icer: Address: ' �' e�✓ , On 3 w ' ^ as issued a permit to install a date). (inst _e Uf+(D� . 3Z1 f ` lcC/ septic system a � L`� �� based on a design drawn by PCB ftG — dated /7//O_. desi 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. heater 10' lateral re ation of the SAS or any vertical relocation of any component th tic system) t is a voidance wn State & Local Regulations. plan revision or ee ' d as-built by csigaer 'o follow. OF IvASS�c� DANIELA. (Installer's Si e o OJAIA CIVIL No.46502 C51/ "' S�ONAI E� (Designer's Signature) (fix Designer s tamp Here) PLEASE FT-L E_Id O BARNSTABLE YUBLIC B EAL R DIVISION. CERT.MCATE OF COIfiu'L:tANCE- WILL NOT .BE ISSUED eTTURL BOTH THFS FORM AffQ A&BUILT CAS A RF,CErVE,D By THE BApt4sT BLE.FUBL1C HEALTH]]M810N. THAI`IK�OiJ. 0:Health/Septic/Designer Certification Form 3-26-04_doc Bk 29514 Ps 282 �12613 a 03-16-2016 a 02 e 43P DEED RESTRIC_ IQN WHEREAS, Dean F. Stanley of 359 Cap'n Lijah's Road, Centerville, MA 02632, is the owner of the property located at32.1 -Cap -; .Lijah's Road, Centerville, MA, and being shown as Lot 53 on a plan entitled,.Vlar,of Land in Centerville Barnstable, Mass., Scale 1 in. = 60 ft.., Date: August 21, 1973, Charles N. Savery, Inc., Registered Engineers Surveyors, Hyannis, Mass.," which plan is duly recorded with the Barnstable Registry of Deeds in Plan Book 277, Page 98. WHEREAS, Dean F. Stanley, as the owner of said lot has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.00 State Environmental Code, Title V, Minmum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable $oard of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document. NOW, THEREFORE, Dean F. Stanley, does hereby place the following restriction on the above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction-shall,run with the land and be binding upon all successors in title: 1. 321 Cap'n Lijah's Road, Centerville, MA may have constructed upon the lot a house containing no more than two (2) bedrooms. Dean F. Stanley agrees that this shall be a permanent deed restriction affecting the house located on 321 Cap'n Lijah's Road, Centerville, MA, and being shown as Lot 53 on the plan recorded in Plan Book 277, Page 98. For title of Dean F. Stanley, see Deed recorded with the Barnstable Registry of Deeds in Book 29508, Page 275. Property Address: 321 Cap'n Lijah's Road, Centerville, MA 02632 Executed as a sealed instrument this day of March, 2016. can F. tanley COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this, �� dayof March 2016 before me the undersigned notary public, � � g rY personally appeared Dean F. Stanley and proved to me through satisfactory evidence of identification, which was a MA driver's license, to be the person whose name is signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. Nola Public: Mich le . C �. My commission expires: 10/(kJ/rz: 1 ; o 4tb 00 BARNSTABLE REGISTRY OF DEEDS John F. Meade, Register TOWN OF BARNSTABLE LOCATION I ����,� L j � SEWAGE# ')V)J to - d -7 VILLAGE Ce4evi I I I ASS SSOR'S MAP&PARCEL 113 ..J;� INSTALLER'S NAME&PHONE NO. olnnS GXCcya�,f Ur\= 77y 3S ®®2 SEPTIC TANK CAPACITY LEACHING FACILITY:(type) S� _ '2B (size) 2!r-k J ol•R-3 NO.OF BEDROOMS / ��j^VA = OWNER DCa lq4n le4 PERMIT DATE: COMPLIANCE DATE: q1111/a 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 2Q6.'=feet of leaching facility) Feet Edge of Wetland and Leac g cility(If any wetl exist within 300 feet of leachin ity) Feet FURNISHED BY = � Alz LIJI 32 ( C•O) P 175 $. ;� �._S��`. ��'- ._�.1._.... �•.y..?a... -.._ .. r Ir 4 fff = C I e 4 r I w ' 4 + F (�a� y.�<i� { t e.,�. � i iY.. _. �_ i .� •—• f Z i II r i k --------------- 1 .f ,1 1 ; � �e f ��: i � l.! t• ram' �.4� I - � ��"� b,w..A, i c I ` t .. t., - i:ihi•i;v:v:i::::i:! 4i:..:v:i�':..i•i:.4 is �i''' .:.::':.'.i::'''.::':':•.•':::: '•'::�:':•':":'i?.............'. :iiiii:i.:::ti:i::i:: v::'::::v. .. :'':: :.: .:DE P::��SEII: 61 ;YC7 .> ............... :Depth from Soil Horizon Soi1gyl exture 1 4+ ��lfSoilColor 'tt'} Soil Other tSI th (in.) (USDA) (Munsell), Mottling (Structure,Stones,Aoulderes. Consistency.° ...... ........ ..................................... Depth from t Soil Horizon Soit&ture Soil Color Soil Other Su face(in.), .. (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,°oGravel) r . . .-z :.:.:::.::::.:..::.:..:.::.:.:::::..::::::::::::.:.:..::::::.::::.:::.:. ;: :: :::... . . .:: ::.:........::..61b;#.::.::.... ...:::::.:..............:.::::::::::::::: ...................::.:;;:.;;;:.:;;:.::.:::.:::::::::: tDepth from Soil Horizon f Soil Texture Soil Color Soil Other Sufface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulderes. o si nc °o Gr el Vol Z C LY AC� _t. ::::;:::....::::::: :::: :::: :::.:::.: ::::.::::::.::.::::::::::.:::::::::::::.::.:.::.::::::.::::;:::,:::.:::::::.::::::::.:::::::::::::::::::::::::: X . i. -Depth from Soil Horizon Soil Texture Soil Color � Soil Other 'Su face(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency.°o Gravel) t2§S ed M!nets. xF oo€l$+nsura ceri2ateililan� tj Above 500 year tiood$,boundary;:,No`_ Yes s� „ VViNn'406Ayeanboundary .No Yes 'wiihini'00yea floodrib'6undai Nb I 'elpth of Nhturaft®ccurring Pervious Material Does at least four feet of natufa'lly occurring perviousaterial exist in all areas observed throughout the area proposed for the soil absorption system? ffilnot,'what•is the depth of°naturally occurring pervious material? 7ertification 1 ceriify that.on (date)I have passed the soil evaluator examination approved by the 4tpartm`n"`t of Enviriinmental Piotection_and.that�the°-.above analysis was:per,,,formed,by,me.consistent-.w;itiI ty±e required naming,ei pertise and experience described in 310 CMR 15.017.. Signature l �_. I°FP Dater t Town of Barnstable D'epartmetit of Health;Safetyf,a n'dTfEnvaroqm'en.ta'VSee dices q ,�Hea�lith D�iiiii, <,on' K�Da te: �,►+e :;.:. public _ 367 Main Street,I-dy;Fams MAr026911 - - �. lao v 163 a La 3 Time o /L1 ]Fee Pa➢. rr®nth Date Scheduled Soil Suitability d4ssessment f or Sf iwgge Disposal Performed By: Witnessed B�:, d V, � U� ,I r`-�> O. »: :i::i:;rs:::S>;o->:ro:;•::,•::r::•::x•::,::.e•_:�w:::::...:.:........................ [ Location Address ?a / LI r a,k `\C' G G(� f Owner's Alame y cJl �.✓l.G L� �J •i. >. l�Addr,,ess�_ �s t ;�,: . �.�.� ! _ . weer s°Y�Iame Assessor's Map/Parcel: q.�/ g, g /�^ x NEW CONSTRUCTION REPAIR Telephone# J ()�f Land Use � aiit .�1�e Slopes No)' IC2- Surface Stones -` Distances from: Open Water Body.. —ft Possible-Wet Area ppZ,60�`ft Drinking Water Well ft -- Drainage Way' tJ�d ft Property Line 9 ft Other SKETCH:(Street name,dimensions of lot,:exact locations of test holes&perc tests,locate wetlands in proximity to holes) ' d � oo 60 4� Vol �Ct " Parent material(geologic) Depth.to Bedrock� - ' Depth to Groundwater: Standing Water in Hole: r rIA Weeping.from Pit Face s Estimated Seasonal.High Groondwater :.:...::::.....:.:.:. .:::...:••.:.::.,.:..,;.::...... ..•;.....:::: TIN, iV ::.:;;:.::.::.::::::::::.;::.;;::..• .:..:,y�v. .. :. ..:. ..r.01��:.:::::::::::::::;::.;:.::•>:.;:.;:::::::::.:::::.;..:.:•;.:::;:::::::::::.:::::::.,.:::::::::.:...�:.. 11 Method Used: ' ::::::::•................... Depth Observed standing in obs.hole: in. Depth to�soilgpottles: in. in. Groundwater Adjustment ,,ft: Depth to weeping from side of obs.hole: Index Well# _,_ •Reading Date:_•___ Index Well level•_;_� Adj ifactor r� t: Adj;.Groundwater Level_ Observation Hole#' Time,at:9�, Depth of Pere _� Time aV6":' Q Start Pre-soa{c I in,e Q -- s - - -Time m-5 �� 6_ _ _ End Pre-soak CCi//���� �B Rate Min./Inch _ .,iivz y`f. ie r�spa.9Y�T--�. +"` 91'.. `�;H •`°�ffi° }�'st? _ .i+ Site=Suitability•Assessment: 'Sitelpassed ��+}•t> �,Site;Fatled; as ;�nAdditioi al TeslmgNeeded,(YM) _ , Original: Public Health Division observation Hole Data To Ste- ®tnplet�d ote'Eack-- Copy: Applicant V �. i NI. — cnRocs�z-'._-moo ---------= •----= -� - � ,. ! i�,i ' ''. .. " .• \V..0 54±'tw1:S.LC.5=O1�'�cVS°J�02c.9tiv M1t. - I i 1 i I : 4' .. : l b.o•' S'o: 12.0' 46• 77 -- z0 an --t312FJCKwnsr K�lcwIf ( to f cD : 1. I I Cd. - - Evf-Netx- Vow 1 1y .0 1 c Q 1 8 I � 1 III I Y wo 1 Bruc(� Dewliti Design® ��Q 77.4...-380??3 SYSTEM DESIGN. SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES L D MARKED WITH MAGNETIC TAPE OR (�7` (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. �• � PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS NAVD 88 GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 99 — EXISTING CONTOUR 2. MUNICIPAL WATER IS PROPOSED Rd PROPOSED 2 BEDROOM DWELLING TOP FOUND. EL. 90.0 FILTER FABRIC OVER STONE Se�n�e X 99•1 EXIST. SPOT ELEV. \ 89 5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 89.5 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. Q, DESIGN FLOW: 2 BEDROOMS @ 110 GPD = 220 GPD 0 —[991— PROPOSED CONTOUR — NOTE. 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS = Locu PRECAST H-10 BLOCKS OR TO BE AASHO H-10 USE A 330 GPD DESIGN FLOW RISERS (TYP.) THICKNESS REQUIRED PRECAST RISERS 198.4] PROPOSED SPOT EL. 2'o 4"OSCH40 PVC MORTAR ALL H'-10 6" MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. TH1 SEPTIC TANK: 330 GPD 2 = 660 12" MIN. INr. DIM. ENDS (TYP.)' IN VS EL. 85.7 4' ( ) SIDES 86.53' TEST HOLE *86.80 "" • 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH USE A 1500 GAL. SEPTIC TANK 10" 1a" Po�o�o�o�° p °°°°°°°° 310 CMR 1`i.000 TITLE 5. s �V 86.45' TEE 1500 GAL H-10 TEE , o 0 0 0 mmmm ®��� ��0� —OO�� >00000000 ( ) Three on 2� SLOPE OF GROUND SEPTIC TANK 86.20 ° o ° ° ° o o°000° o 0 0 o ee ° ° ° ° o00000000®® o�®®�a00000 ° ° ° ° We ua uet WATERTEHT D'BOX o ° ° ° ° ° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO q 4 >• 4' LIQ. LEVEL "o°o°o°°°o°o° ° ° ° °°O°O°O° GAS BAFFLE ... °o°o°o°o°oar o0°°°000 0 0 0 0 �Q� UTILITY POLE LEACHING: ACME OR EQUAL ���- ^ FOR LEVELNESS N o000000o QQQO®®BOO OO�0� D�OO OO 0�0�ODD °o°o°o°o ' 5 BE R LOT LINE STAKING OR AN OTHER o°°°°°o° °°°°°°°° �, Lake _ 85.97' 85.80' > °°°°o ° .°°°0°0°o PURPOSE.FO SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD Y /�°: e 83. FIRE HYDRANT '°ono°°°°°o°o°o°o°o°o°o°o0o°o°o°o0°°c0o0o°c�`o° 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. BOTTOM 25 x 12.83 74 = 237 GPD 00000000000000000000000 (• ) ^00000° o,o°00000°000�o�o�o°o^o oo°o° " H-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. R o 0 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING ^ 3/4"-1-1/2 DOUBLE WASHED STONE 4 MIN. (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED `�' eq00 TOTAL: 472 S.F. 349 GPD ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND COMPACTION. (15.221 [2]) PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR 'EQUAL) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL WITH 4 STONE ALL AROUND DIGSAFE (1-888-344-7233) AND VERIFYING THE BUILDING SEWER OUTLETS AND LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES ELEVATIONS PRIOR TO INSTALLING ANY 78.0' BOTTOM TH-4 PRIOR TO COMMENCEMENT OF WORK. NOTE: 2 BEDROOM DEED RESTRICTION REQUIRED ( 2.5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) NO GROUNDWATER FOUND LOCUS MAP PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE FOUNDATION 14' SEPTIC TANK 23' D' BOX 12' LEACHING REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. SCALE 1"=2000'f FACILITY ASSESSORS MAP 193 PARCEL 139 LOCUS IS WITHIN ZONE II ZONING SUMMARY ZONING DISTRICT: RC DISTRICT v MIN. LOT SIZE 87,120 S.F. 0 \ MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 100' o / MIN. FRONT SETBACK 20' MIN. SIDE SETBACK 10' TEST HOLE LOGS MIN. REAR SETBACK 10' o CD MAX. BUILDING HEIGHT 30' ENGINEER: CRAIG J. FERRARI, SE #13871 SITE IS LOCATED WITHIN THE RESOURCE PROTECTION WITNESS: DAVID W. STANTON RS MA 19 9 Q o / OVERLAY DISTRICT DATE: 2/23/2016 15 L / SITE IS LOCATED WITHIN THE GROUNDWATER PROTECTION PERC. RATE _ _ < 2 MIN/INCH V 26 / OVERLAY DISTRICT ,(282 M�°rx•) CLASS I SOILS P# 14961 0 / o OWNER OF RECORD MAP, 193 PCL 140 0 / ANNA LODOVICO MARGARET TAROS ELEV. ELEV. / 39 GORHAM LANE 42 TAYLOR ROAD . 4 92' oil 2 92' CENTERVILLE, MA 02632 a MOUNT KISCO, NY 10549 0 3 A A REFERENU t LS LS L 1OYR 4/1 1OYR 4/1 17 DEED BOOK 25340 PAGE 10 srg 12„ _ 14., _ o. ., C:- . — - -- ,� / 9, PLAN BOOK 277 PAGE 98 B B LS LS / ��'� EXISTING DWELLING 18" 1OYR 6/8 90.5' 24" 1OYR 6/8 90, 90 �9 PERC n V V T 4 O l.S� � l9 3J FS FS 10YR 7/6 1OYR 7/6 �O � - a ao 82 9. 120" 1 1 82' 120" 1 82' 8 NO GROUNDWATER ENCOUNTERED C 18'9 95 �--� ELEV. ELEV. 6 j E R 90' o„ . 4 88, P 0 �� 0 A A / \ WEL=I 0 LS LS 0 D l 10YR 4/2 ,� 10YR 4/2 TITLE 5 SITE PLAN 12„ 10 / �• B B ` � 1 .� P 0 � 88, OF LS LS ��� ` a #321 CAFN LIJAH' R 0 A 20" 10YR 5/6 88.3' 22", 10YR 5/6 86.2' ` S �� � / DR EL v 8_ CENTERVILLE, MA C C \ .,� PREPARED FOR PERC 5 r FS FS A- - P 1 3 PC 138 _ DEAN T DOUG MUL LLAND 1OYR 7/4 1OYR 7/4 09 CA 'N LIJA 'S AD % DATE: MARCH 7, 2016 CE TE VILLE, MA 0 632 Scale: l"= 20' EXISTI 120 80 120 78 DWELL�NG AS „ » _ OF Ma c ��H°FMASs90 , . ate S9Oy�`N 0 10 20 30 40 50 FEET NO GROUNDWATER ENCOUNTERED \ BENC : /c� �%- / o CBDHHE EV DOJALA .yU o W, A ` � No."'J'j No IVII =78.2 NAVD88 46502 I" O o off 508-362-4541 o �e �—PESS\°` fax 508-362-9880 I STE���a� s,aq^ID (' ( downcope.com S / S/ONA L E� down cape e# Meefiag, iac. / a civil r vil engineers �/-7 N ( land surveyors 939 Main Street ( Rte 6A) DCE # > 6-042 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 16-042