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HomeMy WebLinkAbout0120 CRYSTAL LAKE ROAD - Health 120 Crystal Lake Road Osterville A 139 - 041 , TOWN OF BARNSTABLE LOCATION I aZ® C am: .. SEWAGE # 15 -a I.3 VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME& PHONE NO. Pcz4--% SEPTIC TANK CAPACITY //SOD�a.Q LEACHING FACILITY: (type) (size) 412 x /a. NO. OF BEDROOMS J� " BUILDER OR OWNER PERMITDATE: P/,a6/ /S COMPLIANCE DATE: /® - .?O —% 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 le hi g f 'lity) Feet Furnished by___ �,7 . r 13 4PU 000 �sn�lle r CA /5 No. CrV /3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01ppfILation for Misposal Opstem Const union J)Prmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) Ycomplete System ❑Individual Components Location Address or Lot No. /:1 0 B R S7-4l L A'KG_ R D Owner's Name,Addre s,and el.No. C)S�AI/zLzC F�n�Q� 4fAJ Assessor's Map/Parcel 3 / G 1,4 a L_,_"0 ' S i Installer's Name Address,and Tel.No. nn,, W Designer's Name,Address,anNel.No i P14s-r'oAY EX�VA-7ro n/ N i c DotuN cApa EN&VQ rN G- 19 _Tmj_Se-64S-rr40 �!d ,vmw v -� '93ov R34 Qr M�rru orL� S—r-36L ��S" Type of Building: Dwelling No.of Bedrooms Lot Size /�� J�7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ® gpd Design flow provided S��d gpd Plan Date h94Y IVIAD I r Number of sheets Revision Date A)0065� Title 7"rrLC 15- ee-An! Size of Septic Tank f�S Oo(,.L Type of S.A.S. ry� YOO G.L (,eAc:aiLN G— G144P)AL�2S Description of Soil L A I &n- ,4T zl k"' ° Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the co and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of e Environm tal Code and not to place the system in operation until a Certificate of Compliance has been issued by this Boa of He lth. ned Date Application Approved by Date 0 Application Disapproved Date for the following reasons Permit No. �Ih - 3 Date Issued Fee THE COMMONWEALTH OF MASSACHUSETTS Entered incomputec: t i Yes Af PUBIC HEALTH DIVISION -TOWN OF BARNSTABLE: MASSACHUSETTS, , 0[pplicatlon for bispoBal. *psttm ConstrAion Permit r A lication for a Permit to Construct Repair Upgrade Abandon V6Com lete System Individual Components PP- ( ) ,� P ( ) Pg ( ) ( ) l!Q" �, P Y ❑ p Location Address or Lot No. / u C A,y S T 4 C �4L D ' Owner's Name,Address,and Tel.No. a oS7-4Ftt ��L Fl-okQ"e- FLYNn/ Assessor'sMap/Parcel 3 S �uT�;tiVI�gNo`" S 1 Installer's Name,Address,and Tel.No. h}�6 r( Designer's Name,Address,and Tel.No. (�ASro1�l= �X�AV�-Tso�! N DoivN GAPS �N(�n��E2s•u(r 1 TAnI SE64--T� DQ tiow o - J 300 lq3q PTA -M 4 u/L a�s-36L 'y5" Type of Building: Dwelling No.of Bedrooms Lot Size (�� /1 7 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) U gpd Design flow provided 5 -5 gpd Plan Date �jA�i /� o t'' Number of sheets Revision Date AJONL Title TrrL_E <_ SZM 9LA&I Size of Septic Tank / S J o(,L , Type of S.A.S.�L/� Sow GG L EA Gii2 C— C MAMA&_4_5 Description of Soil ' y q r 4 Nature of Repairs or Alterations(Answer when applicable) Ado f }p Date last inspected: Agreement: r 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 He Ith. G✓ ned f Date Application Approved by Date -_ Application Disapprove 1Y� t Date for the`following reasons �lJ - il�. � Permit No.2fy Zq Date Issued �. R THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(v' Repaired( ) Upgraded( ) Abandoned( )by at has been constructed in accordance with the provisions of Title,,5 and the for Dis sal ystem Construction Permit NojA/0 dated Installer } i t �tt1 �C' Designer W"'," #bedrooms` -h Approved desi •rrflow �(� gpd The issuance of this perAit s p all not be construed as a guarantee that the system wil`funct on s desig Date ~i_ 0 �-"(�1 Inspector l ---------------------------------=""z---------------------------------------------------------- No. 0 (� Z Fee '/4M THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposaf .6pstem Construction Permit Permission is hereby granted to Construct Repair( Upgrade( ) Abandon( ) System located at 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. J Provided: Construction must be completed within three years of the date of this permit. Date /7_6a Approved roved b FROM :down cape engineering ire FAX NO.t :15083629880 "'Oct. 28 2015 02:57PM P1 7 �atE �ti u iJI1omaa V. G.E'&r,•�B&'aQr�FD3,' FSh�'tS7PhAFay1 ++ 63 Publyv:Hemith Division . 9. � ' Offire: 508-962-4644 FRx: W-790•6304 T��[�an.11lear�i:3@a;�n�n_�ertglF�ar��iier�a�+'a-u�na ' sely ago Pepmi4.0,�� t 1,3< W If - It..➢�s' •ere �30�J/1..... �--- �i�h �ts�a�a;n: ���'r�- Adainaa: L. . ...c L 2�aiaYreeaS: O' %• • • - yal-mo L Ona.Dl wss i3siied a permit to instEd a' bd • (c9�te {�stallc�r) septic syatM at mo ....t..!Y• �'_!a�..... ._. ILK,:.. .. o�bsed.o�a dEgi.ps,drav��►-b'q �eddres;,) Axy\' (XI T cei ify t1��t ffi.0 above vTs i7i^ira3l.ed auasUonrisily according to thc: t1. s'� ,which may iw-lci.de:,Itl]Ilor sppro vrd. (1,&n es 3aich.as lakes tl vAoeuti-on of-the di gtribrtt5 on boo.aad/w sep-Eu'tams. y I cerGj"y ih,3.t the Sept c sy:,,LB.m referenced above 11ed with.r,,4jur c}Lqnges — gieater than. 10' lal.mn.relocatiar,of the,SA.;'41 oa any of any cui4va-eent of thr sP . to rri)but in ar..cordastrc with State&Loca1,.RPgcdatiatLS. t"'la�.zEvis un ai .. ce�ti�z'1 as.:ki ilt'b-y der,ippu- to.51"Tnvr- f r nr t�RRr9c } OJAI,A (TYlei' 4'' e CIVIL n No.465a2 a � UNpL —•� _ ([)er:ri��'s;�ign�f�n;�) (lt� a'i7t:si.giei s 5'i�mp TIer�:) PY,T+'AISIN R'1'i:RN TO T, P07H, TT�fq APdl1 Af3-RTW,,T CA kW �C EWED Fil THE DAIVS'k'��7Lr1 UIC 1a LAJ6i lyY;g1 P°1.•,�I�APdJI�Y 4� i'. t�-iana7f7,14�„f:�/fsra•i„vr(''crFifiraVirm Fnrm 1-�Fi-flf,i�nr. . t Tow ni of Ba>rnsiabl Deapartinent of Regulatory.Services 1� ry n Public Health.Division sate 200 Main Street,Hyannis MA 02601 trey Date Scheduled ' Timt G e- / Fee]Pt<, l U0 • Soil Suitability .A.ssessmentfor Sewage Disposal Pe.-formed-By: Witnessed By: LOCA.TIO &O NE DWORMATION Location Address 1 L 21—o Cr �a Owner's Name FIX O Cr f1�✓✓� Address Assessor's Map/Parcel: lt / / Engineer's Name J(f tnJll_ e NEW CONSTRUCTION REPAIR Telephone# Lard Use: Law,-I 96 slopes P ( ) O�� . Surface Stones Distance's from: Open Water Body ff0G ft Possible Wet Area L L ft Drinking Water Well -L ft /6 Drainage Way ` ft Property Line 7�� ft Other ft ' SAC GITCH:(Street name,dimensions of lot, xaet locations of t thol &pare tests,locate wetlands In proxirzalty to holes) CrYs�u[ aKe ocf e� 77). f.. VC, g TIfI 4 v •.r...._s....:--../w�«�-^..s.waa•v...+rs.»a...:.Nwvic Parent material(geologic)G(a(,'6(I 0C,-f �S/7 't Z 0 G (g g ) Depth toBedrgclt Depth to Groundwater. StandingWaterin Hole: N/ _ Weeping from Pit Fnoc I/ Estimated Seasonal High Groundwater �" / * • DE E ATION FOR.SEASONAL HIGH ATE TABLE Method Used: v��1/ Depth Observed standing in obs.hole: Ia. Dopul to s911 mottles: IcL Depth to weeping from side of obs,hole: In, Groundwater Adjustment Index Well# heading Date: Index Well loVal Adj,Actor..,,,,.,_ Ate►,Groundwater Level PERCOLATION rrE+ST Date- Time_._._._: Observation Hole#k Thnu at 9" it Depth of Perc. Time at G" • -StaYt Fre-soap Tirrio Had Frc-soak n Rate Min./luch `�1'►I�'l/��1 L Site Sul tabillty Assessment: Site Passed Site Failed: Additional Testing Needed(YIN)A/ Original: Public Health Division Observation Hole Data To Be Completed on;Back------ ***I£percolation test its to be conducted Within 100' of Wetland,you must first notify the. Barnstable Cousgvation Division at least one(I)week prior to beginning. Q:NSHPTlWERCFORM.DOC l V DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil horizon Soil Texture .Sdil Color Soil•. Ofhcr Surface(in.) (USDA) (Munsell) Mottling (Structure, Stones;Boulders, o i ten�y,96'Cravei) 0-�7 F, � C 4g-13Z- D + +P OBSERVATION HOLE LOG Hale� Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.)' (USDA) (Munsell) Mottling `(Structure,Stones,Boulders. Consistency,co Crave D Y10 P YDEEP OBSERVATION HOLE LOG Hole 9'. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. - Co i tc c• Q' p o' IPA 5`0-132- C 5 Z .may -7 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoats,Boulders, Co si ton SG-131- Flood_Insarance!Rate_Map: `/ Above 500 year flood boundary No— Yes ..v__— "Within 500 year boundary No Yes _ Within 100 year flood boundary No.�� Its .Depth of Naturally Occurring Pervious Material Does at least four feet of nafurally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption systems Yes If not,what is the depth of haturally occurring pervious material? Certiilcation I certify that on1 (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�10 CM 15.017. Signature Q:1S PTla11B1ZCF0RM.DOC F"f f s, ONAL elf. oh 17 19'0l. I ! 5 d_3„ :_3,---- ,._3 td=d - -a f.'-o" 3'-0• 3'-0• n."v '-o" I 43. i II 6rACA-�E-: Fill \ -- -- - I �:I ='�g�'pl-4goVE - I -.G��Hm ..I�n -4- - I-� - � �I � ��: � - I�• 1.. I �'I I - t I1' _ 9 •�" _ .' vri�:_' _ I i;. - - - ? - ji �' I I ._I LIB , APTPDRI�- - iIF'BE.1f.r :lo'•b"SPAN � dE.___ `� ;T � �� -:wr%1�.. .. , �: i, - _►_ cog 't . � �s : pm; In _ S I-� . - s F'M I N �. I ' 'lo'-o•sP�t.r +I p— APpVH•- .a .. .�� ..FvY VAPy fEt��� I r I , .,� Id ','F•m � � 1 0; i � I . -' _�Ra:'V'1,N:C•�J1�LD�4. _ i :�aFEEN ��C}-1 O� - �'- fA I Filear F POV -L^N. _ - .. �'x ho . . !o S at - - oC A. EL-�Y_,AT.J.CAN_���.�fIO+J;'�bNSTIZPOI�C`TI07E5 - .. —_ ui::p C .. 2 FLU .....F�'�C�..�2•af:?1.tia.c-c�l_�a>t :....._. ,—i _ 13Eh6?ObJ..tC1' ,y�l I T7�x' -- JjJ.aAELr-L,4..,. - -' - - S tTj "5201-Ow, _ -- IP>'-Sl( u ti MARK X . i ' � g�flNAt Il' [o'_(o` I -I'_U.. I -7'.G••`: � 1'3,.pe 9'4' ® ,2'-!Y. S'-o` .. t�7 T�� �•q� -��i,��sn ;'v t[:_eppK:�F1nvt: � � — � .�•, _ I•1 �I I .I vDacH. --�k— R' ..3C 1'C:[i.'�— ..__ i; u_pT• - -' � I w fFAT GETLINfX .p> I i° © I I _ .�9�'1!'_�l, - :II I�'II. "f Ip" --- - � � _.._ I I 1 1:•� LD i . _ _ I i � I 9'-m"t.Llrr. H4-�._....... - . 'I' � _ .. •��L .... - I • • :- WI (� J cp . . ._. I — '_I. -- .�_ -� - •s+ow�rz � is •- _ - i _ \ I.- I�r -a'r cc-_-_' I .�5 . \. 3'�• �g. � � Q�� I I I(i II • � \i .: I .. I �' _. .C:�_ - ?Jr;— ara_�,:zr- Rr.!S•: - --—:'t�-, : _ �3 .g'CIT' I i I M� 1- :I ^ II i Fa • 12 .l 111 � I � � 'i .4' I � � i i j I i'o4c�i_eaoG.81 oy1_.. v FLU!: F'1 ��1 i p2J ' fl _.AA? `• • a '' \ toNAL 3ki St •/ f� I.i I; 12, M. z r,Ef. t (4! fc O. I _ ` I :l. r rr��1.lQS AT �� y 41• ' . o it 5 Irn _,.wlbx.(� �—ua Ja. .�.,,• S'D. 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I. t1 Al ., r 3 r`+1 f A. fi � M,v„i"M ,OJ3 T-,', ' — .. — _ .p'TC •.�COJJG�OVA t�iD.to' T �, L•tk � 1 �,� 5!t u g � 15f'Fwo�-J6T$.. u!,riE'G*rrfK_t3d1:F ar y,t�_ :: ! V• � .£6:ogMEA,T{.-�1+15_A1A`f-i7P ' ,y € "'";i,a wg1` ; ,F� •f,,: - j L.-�Is�#'..A BE - '1. ..FP�ME... t 52.r""e "e.rr, •'ta 1y.: ' - i Mp.Y .�Epl♦e TD'sHd' a4 5"'1��_-GEt4i� �3J LY' $p 'FI"4 -G51.0-CS.111 gi aeE._E� �_.____.. e ax �— N p]'z; W. , SSG ff7Q•g , � . SYSTEM DESIGN: ALL SYSTEM LEGEND NOTES GARBAGE DISPOSER IS NOT ALLOWED SYSTEM PROFILE MARKED WITH CMAGNETIC TTAPE OR S SHALL BE 1. DATUM IS ASSUMED Sou h o 99- EXISTING CONTOUR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. X 99•1 EXIST. SPOT ELEV. EXISTING 5 BEDROOM DWELLING ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2. MUNICIPAL WATER IS AVAILABLE st• TOP FOUND EL 330' 2" PEASTONE OR GEOTEXTILE 99 PROPOSED CONTOUR DESIGN FLOW: 5 BEDROOMS @ 110 GPD = 550 GPD \ . . . FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 31.5 MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 'St .o� obey USE A 550 GPD DESIGN FLOW 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS 198.41 PROPOSED SPOT EL. WATERTEST D'BOX FOR LEVELNESS BLOCKS OR o PRECAST H-10 TO BE AASHO H-M TH1 RISERS (1YP.) NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS � 4IPES*OS LE PVC MORTAR ALL INVERT IN 27.67' 5. PIPE JOINTS TO BE MADE WATERTIGHT. TEST HOLE SEPTIC TANK: 550 GPD (2) = 1100 PIPES LEVEL 1ST 2' 4. 7COMPONENTS YYYENDS (TYP.) 4' �. ;� ,* r ,o o SIDES 28.5' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 2 SLOPE OF GROUND USE A 1500 GAL. SEPTIC TANK 28.8 150o GAL H-10 10" 14" *- p0000° °°°°°°° 310 CMR 15A00 (TITLE 5.) O ' ' 28.43' TEE SEPTIC TANK TEE 28.18' °°° ®®®® ®®®® ®®®®- f ®®® �Qo LEACHING: °°°ao°°°;°° s" �IIN. SUMP °°°°o°°° ®®®®®®®®®®® ®®®®®®®® °°°°°° ° ° ° ° ° ° ® °°°°°° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �r GAS BAFFLE::; ° ° ° ° °_ 12"; MIN. INT. DIM. ]co� °° BE USED FOR LOT LINE STAKING OR ANY OTHERUTILITY POLE �--� SIDES: 2 (42 + 12.83) 2 (.74) = 162 GPD 4' I 27.99' 27.82' °°°°°° ®®®®®®®®®® '° °°°°° 25.67' FIRE HYDRANT LQ. LEVEL (ACME OR EQUAL) °°°°°°°° PURPOSE. tiYb , .. APPDX. EXIST. CESSPOOL BOTTOM 42 x 12.83 (.74) = 398 GPD 7 1g°,o;o;0000°0000000°000 ° 00000000o L �ocu ° $oa�go����0�,po°0°o°g°$°�°°o��g���q,g'ogo°g°9 H-10 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. (4) UNITS REQUIRED TOTAL: 756 S.F. 560 GPD ALL AROUND PRECAST STRUCTURES 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 42.00' X 12.83' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED COMPACTION. (15.221 [21) r- WITHOUT INSPECTION BY BOARD OF HEALTH AND Nantucket USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) �; PERMISSION OBTAINED FROM BOARD OF HEALTH. WITH 4' STONE ALL AROUND (2 5% SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) Sound MIN. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING 13' LEACHING DIGSAFE (1-888-344-7233) AND VERIFYING THE FOUNDATION- SEPTIC TANK 19 D BOX 17 FACILITY 20.5' BOTTOM TH-1 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES NO GROUNDWATER FOUND PRIOR TO COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS MAP MA *THE INSTALLER SHALL VERIFY THE BENEATH AND AROUND THE PROPOSED N BEBE APPROVED DATE BOARD OF HEALTH LOCATIONS OF ALL UTILITIES AND ALL LEACHED REMOVED 5' NACILI Y. SCALE 1"=2000'f BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY 12. EXISTING LEACHING FACILITIES SHALL BE PUMPED AND ASSESSORS MAP 139 PARCEL 41 REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. PORTION OF SEPTIC SYSTEM CONTRACTOR TO VERIFY EXACT LOCATIONS AND EXTENT LOCUS IS WITHIN FEMA FLOOD ZONE X OF EXISTING SYSTEMS, SHOWN APPROXIMATELY. (AREA OF MINIMAL FLOOD HAZARD) AS 13. NOTE FORMER IN GROUND POOL IN REAR, EXCAVATION SHOWN ON COMMUNITY PANEL #25001 CO757J REQUIRED IF CONFLICT WITH SEPTIC. DATED 7/16/2014 TEST HOLE LOGS ENGINEER: DANIEL E. GONSALVES, SE #13587 ZONING SUMMARY EOp WITNESS: DAVID STANTON, RS ZONING DISTRICT: RF-1 DISTRICT DATE: 5/13/15 MIN. LOT SIZE 87,120 S.F. PERC. RATE _ < 2 MIN/INCH MIN. LOT FRONTAGE 20' MIN. LOT WIDTH 125' � o�� EOp CLASS I SOILS P# 14674 MIN. FRONT SETBACK 30' 1 MIN. SIDE SETBACK 15' ELEV. ELEV. ELEV. ELEV. MIN. REAR SETBACK 15' 0„ 4 31 .5' 0„ 4 31.5' 0" 4 31.5' 0" `\% 31.5' SITE IS LOCATED WITHIN AP AND .00 FILL FILL FILL FILL RESOURCE PROTECTION OVERLAY DISTRICTS 27" 30" 32" 30" LOT COVERAGE: EXISTING CESSPOOL EXISTING 14.5% Op �� SEE NOTE 12 B B B B PROPOSED 16.5% LS LS LS LS F.A.R. = 20%' 10YR 4/6 10YR 4/6 10YR 4/4 10YR 4/4 `o 48 27.5 48" 27.5 50 27.3 50 27.3' � 31.77`L� �• I OWNER OF RECORD I C C C_ C FLORENCE"'FLYNN ____- _ � -VERNON ,__ 11a p� LOT 185 �� ---- - _ _. -- PERc _ __ _ PERc83'MOUNT ST. _ BENCHMARK �/n)� 77,M MAP 139 3s S.F. 16� MS MS MS MS BOSTON, MA 02108 CONCRETE BOUND REFERENCES • . EL = 32.2' �/ EXIST. PARCEL 41 0.40 AC.t PROPOSED DWELLING LANDSCAPE TOP OF FNDN �0 9' Q MAP 139 REFERENCES 6/6 2.5Y 6/6 2.5Y 7/4 . 2.5Y 7 4 CTF 121353 23 AREA EL. 33.0 rn PARCEL 40 / .�6 o_ LCP 7685 F LOT 19 i � 0 SCREEN Na-7 PORCH 0 �i X tp�`L 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 132" 20.5' 132" 2O f 132" 20.5' 132" 20.5 ON AROUND PERIMETER OF LEACHING FACILITY, \ DOWN TO SUITABLE SOIL LAYER. REPLACE yr / POSTS ( \ WITH CLEAN MED. SAND, TO MEET NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED \ .00 SPECIFICATIONS OF 310 CMR 15.255(3) \ \ � SEE NOTE 13 FOR POSSIBLE POOL IN AREA L 20' \ p \ 11.3' \ \\ EXISTING CESSPOOL o r' ORN. TREE SEE NOTE 12 w PAVED C) EXIST• qG DRIVEWAY N- 26 6 3�3 TH 1 I E AKS 18 [32.0] _TH2 TITLE SITE PLAN o. TH3 NOE / PROPOSED FE OF i PAVED DRIVE TH4 i id #120 CRYSTAL LAKE ROAD BENCHMARK EL. = 31.2' / E i OSTERVILLE / ST00��0 o PREPARED FOR MAP 139 I PARCEL 42 I FLORENCE FLYNN 0 13 DATE: MAY 14, 2015 !' REVISED: AUGUST 26, 2015 (SHOW CESSPOOLS) Scale: 1"= 20' 0 10 20 30 40 50 FEET OF M,18S C OF MgSSAc� G DANIEL DANIEL A. tiG� s� �m o OJALA �, o off 508-362-4541 OALA CIVIL �" fax 508-362-9880 No.40980 No.46502 �, P downcope.com ,ST�� � �ESS'° CI& down cape engineering, Inc. �s'S/ONAL �G NQ SUR\J civil engineers land surveyors 939 Main Street ( Rte 6A) DCE # >4-2 > 7 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675