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0069 OCEAN VIEW AVENUE - Health
69 OCEAN VIEW AVENUE, CO`I'UIT A ; A= 034 045 0 0 -- �.: TOWN OF BARNSTABLE LOCATION 44 Oe dwi .Qa y q) A;7 SEWAGE# ICI VILLAGE ��[Jl a�— ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. i SEPTIC'TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS 3 �— 4f- evi_ OWNERL�i%s?��.t2�?���r.�E_�-`J IIZt-QS� PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility —l—o'—s/ Feet C ate Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) 4 Feet e of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) R{ , Feet RNISHED BY�dl�d��, ��iw•r.-rs�q I 13 Ile A,3 ,Ij' o� 13-3 3� O �¢ � 7 � No.IJ��ry 1 3 — ' f T`�� 1 J��l C a 7 ".KeD Entered in ctmputer�� THE COMMONWEALTH OF MASSACH SEU TTSPUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppYitation for Misposal bpstrm (Construction i3errnit Application for a Permit to Construct( I—Repair( ) Upgrade( ) Abandon( ) DComplete System ❑Individual Components Location Address or Lot No. Ot .,V teu Owner's Name,Address, Tel.N Assessor's Map/Parcel 031j-c4S c)® Ins er's Name ess, d Tel.No. U*r qr7Designer's Name Address and Tel.No. ro.Ia use/ AA .A&VvkS' o Type of Building: Dwelling No.of Bedrooms 3 Lot Size tiLinE:% sq.ft. Garbage Grinder(A/0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Af,A Z t'LC*,�"Z `Number of sheets 1 Revision Date Title Si�e �e� \, — +-56,1 Size of Septic Tank I.,�6 O Type of S.A.S. Z-54 Gg� ('6en6Mt tti. IZ 10�r ZS\ Description ofSoilT�—L I3�' �� O—Z" fIL Z-fu le Lkom S&AJ> 16 -Z4' L ►���SI� t�1 7 5 c L& 'f k 618 (AD t Nature of Repairs or Alterations(Answer when applicable) 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 d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. /11tgned Date ®� Application Approved by Date Zv 3 Application Disapprov Date for the following reasons Permit No. Zo y?3— I O9 Date Issued �(�3 20 3 Nol/� 1 g . THE COMMONWEALTH OF MASSACHUSETTS Entefed in computer: PUBLICfHEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes' .ftpritation for Nsposal *pstem Construction Permit - Application for a Permit to Construct t`�_ Repair( ) Upgrade(.) Abandon( ) EComplete System ❑Individual Components Location Address or Lot r7otOc� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel03y—cgS_a0.% ller's Name,Address,,and Tel.No. Desi er Ins 's Name��Address,and Tel.No. --1'D�'�7 I `=ti 3 Perr, ��. .AA t.v\S �0�30 �s o7co Sa3-`IZ$-33°ly Type of Building:' Dwelling No.of Bedrooms 3 Lot Size 5_A qt 'e-'t sq.ft. Garbage Grinder(NX) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures p Design Flow(min.requirec) 33a gpd Design flow provided �p gpd Plan Date�,p s Z ?_OI Z Number of sheets 1 Revision Date �Title Sive C Cr11� Cu r�f" )KLt` , Size of Septic Tank_15GO (��� Type of S.A.S.Z-5*0 Get\ C>xm6Lr� (r IZ-lo, -ZS` Description of Soil� U'Z" 'rlLL- 2-I Nature of Repairs or Alterations(Answer when applicable) 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 Cod and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S' ed /'` Date Application Approved by Date C/ 31 Zo 3 Application Disapprov d y Date d for the following reasons Permit No. 7o i 10 ci Date Issued 1-[13/Z013 1 THE COMMONWEALTH OF MASSACHUSETTS `e r n BARNSTABLE,MASSACHUSETTS G (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(,-I' Repaired( ) Upgraded( ) Abandoned( )by �C1�-7� �1 �� C./D n.1,S j'- at (0 �Ceun\1�(J Qww�2 (a�c'� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Zoi 3— 101 dated 4/3/Z o► 3 Installer Designer #bedrooms 3 Approved design flow 3n gpd The issuance of this permit shall not be construed as a guarantee that the system will designed. Date Inspector No. ZO k 3 ^ 10 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS ;Disposal 6pstem Construction J)ermit Permission is hereby granted to Construct(,')— Repair( ) Upgrade( ) Abandon( ) System located at H 0C e,^�N v0 AVe 1\u�0 QA-��'"� 15 CI A A Z l ,S 7_ 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 y/3/Zo s.3 Approved by No W - - --------- - Fee- ----- - BOARD OF HEALTH TOWN OF BARNSTABLE Zipplication,forWell Congtrutt ion Permit Application is hereby made for a permit to Construct (V<Alter ( ), or ISM )an ind'vi 1 Well at: Location — Address NVP 30 farce! 'RV74,1 Mw u.G Owner Address — — ------------- a t,C ----------� Installer — Driller Address — Type of Building / Dwelling ----- - ——_ —--- -= Other - Type of Building-=---__--__— No. of Persons_- ------- Type of Well ll v C-.,I- � Capacity--a - -=-- --- Purpose of Well_-� Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate.of Co liance has been issued by the Board of Health. Signe A d e Application Approved By Jdate Application Disapproved for the following rea --- _ �___.—____�_—_—_---_ ------- -- — date j Permit No. Issued---- - . 0 [_ ----___ --_-__-- d to BOARD OF HEALTH TOWN OF BARNSTABLE certificate ®f QCompliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by-- at- -— -- ----- -— — --- ------ -- ---- ---has been installed in accordance with the provisions of the Town of Barnstable B and ff HT lth P'i'v Well Protection Regulation as described in the application for Well Construction Permit No. 11 �tela4e ----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE ------ _-- _ Inspector ----______- --------------___________---____-- r U --------- Fee----------- BOARD OF HEALTH TOWN OF BARNSTABLE 4 ApplicatiofiArVell Con0ruct ion Permit Application is hereby made for a permit to Construct ( ), Alter ( ), or ) e it ( )an individual Well at: Location — Address A sors p a Parc—el ---- t _ �-�-G _ __------ -- - - _---------- I---- ----- Owner _ Address j Installer — Driller Address Type of Building Dwelling _---_. Other - Type of Building__---__—____— No. of Persons----- __---_-- i� Type of Well U�.� (. C�t Capacity--—`� - —_-- Purpose of Well Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate .of Co liance has been issued by the Board of Health. Signe date Application Approved By date — Application Disapproved for the following reasgs:-- ------ ---______-- - � —_-----__---- ------- -- —date '--- - Permit No: � _-- Issued---- - - - -- �!_�_—_____---_-__-- date _lAs — BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) -by__ --�_ -- -------__— --- --- --- -- - -- _-------_----— Installer at has been installed in accordance with the provisions of.the Town of Barnstable B and of Health P hyte Well Protection Regulation as described in the application for Well Construction Permit No. 0-�,- � ate`d—------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. t j! DATE - _. Inspector-- ---_--_- -- -------- BOARD OF HEALTH TOWN OF BARNSTABLE Vell Con$tructionpermit0/ r No. --- L! Fee------r� l.� �Permission is hereby ranted •J to Con rust (X),Ver ), or Repair ( ) an id ual , 4 at: No. Street as shown on the application for a Well Construction Permit No.-�rr-�——=--- Dated DATE / /__�� — Board of�a�lth I y J - ro l No.H-u I Z^ 07 Fee-l�-- -------- BOARD OF HEALTH TOWN OF BARNSTABLE 0ppCicat ion-for; err Conotrutt ion Permit Application is hereby made for a permit to Construct (1�, Alter ( ), or Repair ( )an individual Well at: Location — Address I IAssessors M4 and Parcel • �/, Owner 7��j Address Installer — Driller Kddress Type of Building / Dwelling -V— _-- - —-- - --- -- Other - Type of Building =----------_-_— No. of Persons--- Type of Well Capacity -- -- --- Purpose of Well- 7_1C?!�L�— -- ---- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Ce ' ' to of C i nce has been issued by the Board of Health. Signed ---------- - 7 --- �"'it� Application Approved By -- -----_—_-_— �— date Application Disapproved r the following reasons: date Permit No. Issued--_ Z �_ I Z-----— — — date---— BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by Ill .1S' LL--D&I I:=�l fg�4-------------- - -—- Installer at rscr� I ti_ ---------------------------- -- -- - ---- - has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No _'-07-1 Dated—91Z-b �q IZ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE ----— -- - Inspector---------- - ---------- ---- �. 02' Fee- ---------- BOARDOF HEALTH TOWN OF BARNSTABLE 01ppticat ion-for Well Con5trutt ion Permit Application is hereby made for a permit to Construct (k<Alter ( ), or Repair ( )an individual Well at: Location — Address ��— Assessors Map and Parcel Grl ST Owner Address -��-'tom. Installer — Driller Address f �q �L�Ca� Type`of Building Dwelling—V-------_—_--_--__.---=-- Other - Type of Building----__—__—______ No. of Persons--- _.------ Type _.__�__—__—______ of Well - N P��— Capacity e--�b-- Purpose of Well- -44T-!��_2 — 1 I: Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation'until a Cert' ' to.of C i nce has been issued',by the Board of Health. {. 1 Signed - - ---�_.--___— -g�c�2_ --- J.: — date _ Application Approved By - `=--��_—___— 912-3;L z,o date Application Disapproved /rthe.following reasons: date Permit No. I Z ^ Z � --- Issued --__ 2 20'-� -------------- — date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by-7_T--A)1_1, - �_�---� i l l- ►1� -- --- -_ -— -- --- ----- -Installer has been installed in accordance with the provisions of the Town of Barnstable Board of.Health Private Well Protection Regulation as described in the application for Well Construction Permit No Q_at I y Dated—���?` za rZ . 44. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE -- - Inspector--==---- ---- ------- -- - -- ----_ ----- -- ------------------ - - --. -.- -- BOARD OF HEALTH TOWN OF BARNSTABLE Well CoMructionPermit Permission is hereby ranted to Construct ( , Alter ( ), or Repair ( ) an Individual Well at: No. caroi Street as shown on the application for a Well Construction Permit 61 No.!�?,yIZ — 02 y Date 2 - i ._--------- __....------- DATE O ,Z oard of Health � __ Map Page.l of 1 Town of Barnstable Geographic Information System New search Home Help Parcel Viewer Custom Map Abutters Map Size Z00m.OutlIgIfliflifiln S 3PG Turn ma layers on/off by wtit ` , selectin9 check boxes below n �. w`4a s Town Boundaries z ' 'w p. - x (�..: Road Names Voter Precincts Map&Parcel Numbers f ....,.. } �. Parcels f � � ��: � FEMA Q3 Flood Zones(Old Maps) .t Will be Superceded in 2010 -«AE(10O yr flood) AO(100 yr flood) VE(100 yr flood w/wave action) X500(500 yr flood) °S�� I Neighboring Towns ,. ; ' C Water D 3$0 Feet streams Set Scale 1°= 380 � Aenal Photos i 11 MAP DISCLAIMER Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstablelMA V1.2.3867"[Production] I http://66.203.95.23 6/arcims/appgeoapp/map.aspx?propertyID=03... 8/18/2010 Town of Barnstable P# J Department of Regulatory Services H , Public Health Division Date NAM >a 200 Main Street Hyannis MA 02601 Date Scheduled �9' Time `: Fee Pd. (7 06 - Soil Suitability Assessment for Sewage Disposal Performed By:5Ltj y -) L- n /�S"! �/"i'e2° , C' Witnessed By: ^ LOCATIQN&GENERAL INFOR TION ��/ Location Address Owner's Nauie ��,9� oI"�i�1 ��5�'n C � 0(C_ Wj Vi e,z.O ?0170-4 Address 1.ve,i` re-Fa, gEaj _ Aj �,n,� �3etc�i�►�- �-,�l o Assessor's Map/Parcel:, 1� 7J Engineer's Name���//•ICE L /'7C NEW CONSTRUCTION REPAIR; Teleplione# v�edo' Land Use �11 tt►�1I .1. Slopes(%). 1-C—x 3G�� Surface Stories Distances from: Open Water Body .3to ft Possible Wet Area ft Drinking Water Well s � Drainage Way �� ft Property.Line 'JG ft 4Other M Ac ft SKETCH:(Street name,dimensions of lot;exact locations of test holes&perc tests,locate wetlands in proximity to holes) Ak cc; / cc, 2-112 Sty 0 W/F .- .ini ' •. Dwelling � + ... _ . - - __ o .. 5 verb. arenrmaterial(geologic) ti.1�IJ ik S Depth to Bedrock A 6� I� Depth to Groundwater: Standing Water in Hole: K!U, " 65r,!—FL1 tbWeeping from Pit Face Estimated Seasonal High Groundwater rr Z ` DETE ATION FOR SEASONAL ME[WATER TABLE W o F t-E E13v Method Used: O.dJ W.d►TEl2 (A kP 5 iipth Observed standing in obs.hole in. Depth to soil mottles: a in. Depth to weeping from side of obs:hole: in: Groundwater Adjustment R Index Well# Reading Date.: Index Well'level Adj.factor Adj.Groundwater Level Z� -�—fi Z PERCOLATION TEST Date llme Observation Time at 9;, . Hole# t . Depth of Verb ' Time at 6" Start Pre-soak Time® I 110 1 to Lit4t.t3nN1fime(9"-6") End Pre-soak 1 Rate Mm/Inch �r Site Smtabthty Assessment: Site Pass edE_ Stte Failed: €Additional Testing Needed(YII� r_ v l Original: Public Health Division Observation Hole Data To Be ComP leted 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 Y . III DEEP OBSERVATION HOLE EOG ` Hole#JL_. Depth from Soil Horizon Soil Texture. Soil Color: Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.' Consistency:%Gravel) mil- Z3 f� ��►�.� �o�� s/� �. Nd sk : 1A6'Tnt.� .c ;DEEP OBSERVATIO HOSE LOG Hole#. �` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) . . (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%(ravel) i h t L t_ Lora 22- 3 q ► W1 G-0 SAJ`1>_Q a y e (-/A DEEP OBSERVATION HOLE LO( Hole#. 3 Depth from Soil Horizon Soil.Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell). Mottling (Structure,Stones,Boulders. Consisiency.%Gravel) Lt.- 9 ILO NA t 07 DEEP OBSERVATION HOLE LOC Hole Depth from Soil Horizon Sbil Texture Soil Color Sod Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. Consistency.%Gravel) O'-3S Z sal lZ /cI ' � duo�-X- VU • db I � Flood Insurance ftte.Map I I Above S0 year lion orindn Y No L Yes Within Soo year boundary !. No A Yes I within:100 year flood boundary No Yes Depth of Naturally Oecurrid Pervioas Material Does at least four feet of ntittii`a11y 6ccuMng perinous material exisi in all areas observed throughout the area groposed.for the soil 8006 tion system? 1 if not,what is the depth of natally occurring prvious material? Certification I certify that oft. A���L `S(date)'I have p sed the soil evaluator,examination,approved by the Department of Environmental Protection and th t the above analysis was performed by me.consistent with the required ,expertts d x rience d scribed in 310 61*151.017. 1..,: Date V�: F.�` 2� Signattue r' Q:\SEPTIC\pERCFORM.DOC w- TOWN OF BARNSTABLE LOCATION ,q C�eg,,f.( Uetf4J 03,,_,tS SEWAGE# VILLAGE Cernb_, ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO ��i t�&(ft 'Z I[-�� SEPTIC TANK CAPACITY 1 mqoD {6.+L '}®L :w_� .6-C-L._ LEACHING FACILITY:(type) ( ,--�'w-}C(.kk (sizes s- tic 4 NO.OF BEDROOMS OWNER iyt_'o2�o�L�" (�� fo^�f 1 tztsts PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: P Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Z� 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 G1 � 1�t � C 0 0 r i No. 0 I Z �% J< �. Feet7d THE COMMONWEALTH OF MASSACHUSETTS Entered inc mputer: Yes PUBLIC HEALTH DIVISION,-TOWN OF BARNSTABLE, MASSACHUSETTS ftpHration for Vzposal *pstem Construction 3permit Application for a Permit to Construct(./I' Repair( ) Upgrade( ) Abandon( ) Womplete System ❑Individual Components Location Address or Lot No.(p`i a&v\V.00 A.ie, Owner's Name,Address,and Tq.No. Assessor's Map/Parcel 03�{—01tS'-0u L I Iler's Name,Address,and Tel.No. q n C (� Designer's Name,Address,and Tel.No. • tT-7 ll l3 l J' �"�`3^ �'�y%r►eAr%%6 'S'� Type of Building: Dwelling No.of Bedrooms 4 Fp q. Garbage I Lot Size �� qce c5 — s ft. Garba a Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ��7z{� gpd Design flow provided S`l� gpd Plan Date 3`�nQ 21, Z Olt Number of sheets Revision Date 7 Title sik ovoe-ink Size of Septic Tank?509 kk +?600 6t, Type of S.A.S. 12 k� we-1d� k S & �� ro 500 Acv++►rj Description of Soil Il-Z3' Cc,tiJzr l e`I I cry s 0 Nature of Repairs or Alterations(Answer when applicable) 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 C and no place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig Date /°L Application Approved b Date 6 6/ Application Disapprov y Date for the following reasons Permit No. 2®/I Z/(o Date Issued �/& 40 No. ®I I Z 1 n _ x s '� Fe Sd THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH DIVISNIO - TOWN10F BARNSTABLE, MASSACHUSETTS Yes 01pplication for:0Isposal ,*pstem Construction j3Prmit T Application for a Permit to Con1st4.r.uct( Re air Upgrade Abandon �om lete System ❑Individual Components Location Address or Lot No.61 ae"' /'f v Ave, (01, Owner's Name,Addres ,and Tel,No:�; �=?-fir. (,ti t-rI)i�\fsx) " Assessor's Map/Parcel 0-6'1- Installer's Name,Address,and Tel.No. De igner's Name,Address,and Tel.No. 13�1'S 5 �� �- Type of Building: DwellingNo.of Bedrooms 1� Lot Size (0.'T\ sq.It. Garbage Grinder;(N�) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Des gn Flow(min.required) t Gjl{ gpd Design flow provided S y gpd f Plan Date 7� � 21 f Z al( Number of sheets t Revision Date b , Title Sttk Ptsn, Lroe°)t k 1& w-t v Size of Septic Tank 3,T0y Get +Zt006 6, Type of S.A.S. Z. �2�-t� N �e`G� wf(0 500 Description of Soil�V �j,3 0l11" tonn/`i l l It-Z3' t�iCs- 1"( SI6 Nature of Repairs or Alterations(Answer when applicable) 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 no o place the system in operation until a Certificate of Compliance has been issued by this Board of Health. j Sig d Date �"- Application Approved b" Date Application Disapprov y Date i for the following reasons Permit No. ZO/1 — Z/6 Date Issued 7teolzo 1 1 THE COMMONWEALTH OF MASSACHUSETTS / BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed 400ll Repaired( ) Upgraded( ) Abandoned( )by l?Q&� lA C-1-1 <LA rj at yCCc.�Vlti /�1hQ_, (��v has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. 2011- 21(o dated -7/ o( 0 d " Installer Designer #bedrooms Approved design flow . �.7 j gpd The issuance of this permit shall not be onstrued as a guarantee that the system will f, s t t- d. Date ' Inspector -i� �v No.Zo( ( - Z 16 Fee (� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Vermit - Permission is hereby granted to Construct(.�^'}� Repair( ) Upgrade( ) Abandon( ) System located at G 1 UCCc^V tCy (Ave i L a�'ZI O,l ti ant S 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:Co truction must be completed within three years of the date of this permit. Date /�a /Z� 1 ( Approved by 08/24/2012 14:41 5084289617 SULLIVAN ENG INC PAGE 01 Town of Barnstable I regulatory Services him Asa Thomas F. Gelkr,Director Public Health Division Thomas McKean,Director 200 Main Street,Hymnis,MA 0201. Office:508-86246" Fax:5M790-6304 InataIIer,�.�1�eai►I�►e�COrestion,Fulnri'' Date: t Sewage Permit# ! l(b Assessor's MaplParce-Ql —ok —001 Des err 6>.A Nw J C%& N Add : hu,"sum 415 ,C 1 Address: d. tax 7C �y yr1Gl#, on _) &rt IbA . ----- -was issued a permit to install a (dam) (omer) septic system at M 9EMVwv Awc. � +► -- -bated on a design drawn by &jm dated(addre ) (dig) _ -I certify that the septic system referenced above was installed substandally according to the design,which may include minor approved changes awh as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major dhanM (i.e.greater than 10' lateral relocation of the SAS or any vertical relocation of any component septic system)but m accordance with State&Local Re ons. revision or certified as-buih by designer to follow. aytH.0F Mgss eT Signature) 4� ' .iOU r �cyGs U A •' �SS'ipNAl.ENS'\ rsi7pees Ste) (J Jk Hm) OB�A fi �YE�., LiC-guest. t�r�toN.[�eR'rrAI ATE OF__... COADUMCE WILL NOT BE LSMD UM IL BOTH TKM FORAM AND A&BMT CARD'ARE 3MCEIVED BY TBB SAMTABLE PUBLIC HEALTH DIMION 't'"NK YOU. Q:Healtl�qftc/De pff C Form 3-26-04.doc MAY-18-2011 16:02 FROM: TO:15087906M4 P.2 i Massachusette Department of Environmental Proteadon 1Do125928 Bureau of Waste Prevention—Air Quality DeMI NWnber Project Revision Notification For Asbestos Notification ANF-001 and AQ 00 W W uVhati gllin hg out A. Facility Location 1,an m►e on the cmputer,use E B NORRIS&SOM INC � 0*the tab key 1,Name of FadlBy to moos you 60 OCEANMEW AVE mimar•d4 not 2'Street Address use the return key. IMASHPEE IMA 3,CRY, 4.State 5.4 Code �+ SM2435588 6.Telaphuna Number LAB INSTRUCTIONS B. Project Cancelled 1. This from E only avaBoWe for [�Check here if this project is/we cancelled. . online tiling of pMed date royleiDne. 2. sd dscatnnumber. C. Project Dates a. Velil pmect ste that the proj 05/23/2011 10512312011 IocaUDn Is cortex 1.Orl net Start Oda mmf for the entered 10512W2011 d0�4. Enter your new 3.Lawn Revraed Sran Dete(mmldd fM) 4.Weet Revtsod End Data(mmrddlypyy) pfoiaet dates. 5. Certify your natiecation. D. Revised Project Dates Submit date changes. 1.RWeed Start Data(mmldd/yyyy) 2.Revised End Drds Dab(mm/dd/yyyy) E. Other Project Revisions PROJECT CITY TO BE CHANGED TO COTUIT,MA 02635 F. Revision History EDEP:0511V2011 12:31:29 PM anUpdre.doo•rev,2160 MAY-18-2011 16:02 FROM: T0:15087906304 P.3 Massachusetts Department of Environmental PMeeMon +oa125l�28 Bureau of Waste Prevention,Air Quality Decal Nuftw Project Revision Notification For Asbestos Notif1miltion ANF-001 and AQ 06 knpwbnt When fignng out A. Facility Location roans an the E B NORRIS&SONS. INC ' computer,use 1.Name of facility only the tab key - to move your IN OCEANVISW AVE ctasmr-do not 2 Street Address the Tatum key. 9.city S.Zip Code "+ 508243&W 6.Telephone Number INSTRue'n0N5 S. Project Cancelled 1. This farm Is only available for Check here If this project IsAvas canceped. ordure fling of project date ravlelons 2. Enter project decal number. C. Project Dates 3.d Validate that the protect 0&2312011 05/23/2011 the loeffid)on is comsat 1 Odgnal Start Date mmld for the entered 5120/2011 decal, 3,LOMM Revised Start pate(mmlde/yyyy) 4.Latsat RaMsad End Date(mmtddlyyyy) 4. Fider your now project dates. 5. Certify your nefficution. D. Revised Project Dates Subrntt data d,gngea. 015YI2312011 05125J2011 1.Rovlaed start Cate(mmtddlyyyy) 2•Revised End Dots pate(nvWddlyyyy) E. Other Pro'ect Revisions F. Revision Histo EDEP:05/1312011 12:31;29 PM anfUlpdrn.doo•rev.213104 r MAY-18-2011 16:02 FROM: TO:15087906304 PA �. Commonwealth of Massachusetts 1001255 Asbestos Notification Form ANF-001 VMen floml out A. Asbestos Abatement Description on tM romps to,u i. a.Is this facility fee exempt-city town,district,municipal housing authors owner-occupied computer,use �,.� p g ty, only the tab Key residence of four units or less? Yes Eij No to move your wmar•-.do not b. Provide blanket decal number if applicable; -Blanket Decal Number use the return key. 2• Facility Location: E B NORRIS&SONS,INC 69 OCEANVIEW AVE 01-6 AAA- OIL 10 Co'rVl.k : - MA 02653 (508)z43-55t18 6A c.Cltyfrown d.State e,zip Code r.Telephone Number WSrRuc'nows 3, Worlcsite Loostion' I.All Hdons of fts SAMF — form be a,Building Name U"t ocpaon b-Bulltltrlp 0 c.wine d.Floor ' e.Roam Completed In order to comaly with 4. IS the facility occupied? []-Yes 0 No DEP noHcatlon requIrements of 310 CZAR 7.1s S. Asbestos Contractor: and 0a Dlvislon of Occupational AIR SAFE" INC 61 ENDICO"STREET $a"003) e.Name D.Address aw dram n r D OZOBz 7tf17623390equlnuerde of 4ti3 NNORWOO „�,_,�., CMR 0.12 0.Citvfrown tl,Zip Coda a.'relephona Number AC0004tW f.DOS cenae Number g.Contract Type: Written Vernal h_Facility Contact Peron i.Catlact ParsoKa Use t3 JAIME E AMAYA AS060847 a.Name of n-S'to JMpw-*JpprJF +ern sorlForeman S_Certi%g0on Numogr 7 SAM COVEN AM060787 a.Neme or P 's Monitor b.Pro led Monitor DOS Cadficatlon Number - 9 ENVIROTEST LABS AA000128 —�— a.Name of Arbegtoa Ann eel I_ab I7m6gI2�8tQk�1L1fl11til I.L@� C tI IJ I! 05/2312011 �os12312011 �o S' --a.Project t glareates O ImmfddNyw b.Ens Datafa nunl - e 7AM-6PIVl c.Work hours Mang - d.Work hours Sat-Sun. Q 10, S.Whet type of project is this? ❑oemolition. R1 Renovation Repair El Other,please Specify: b,DesWbe 11. a,Check abatement procedures; ° Glove bag Encapsulation o Enclosure HDiaposal only Cleanup ❑Other,specify: Full containment b.oese lbe 'd 12. Is the job being conducted: 2 Indoors? El Outdoors? ■ anf001ap_doc•i0102 Aft9os Notlti=#m Form•pale 1 of 3■ MAY-18-2011 16:03 FROM: T0:15087906304 P.5 �- Commonwealth of Massachusetts 1001259728 A r; sbestos Notification Form ANF-001 Decal Number B. Facility Doscription (cont.) S. a..Name of General Contractor a.seeress c.O /Town d.ZiD Code a.Telephone Number area coda a0 extension f.Contradoes Warker's Comp.insurer Poligy Number, h.6 .Date mmldd 6. What is the size of this facility? a.Square Feet b.Nwfrger of noon; C. Asbestos Transportation and Disposal 1. Transporter of asbestos-containing material from site to temporary storage site(If necessary): AIRSAFE T.. "...n. Note:Trsnefer me.otTrans r _ rem Stations must comply wial the G City/Tawn d.Zip Code e.Telephone Number Solid Mhsty Welon 2. Transporter of asbestos-contairdng waste material hom removalltemporery site to final disposal site. Regutations 310 CMR 19.000 a.Name of Tran ortar �' " b.address i c CI!Town d.Zip Code e.Tei lane Number.. 3. a.Refuse Transfer Station and Owner b.pdtl s rw Gt IToam d.Zip Code e.TgLeftne.Number 4, MINERVA ENTERPRISES INC e.Final Dta aaa13116 LocAtlon Nome b.Final pia sal$ite Location aZWi Name 9000 MINERVA ROAD wAYNESOURG d.CIWTow OH 44688 e-theta I.ap Code g.Telephone Number lb D. Certification The undersigned haroby states,under the DF WALSH ° penalties of perjury,that he/she has reed tha a,Nwm _b..Auth_ortaed_Signature....---- Commonwealth of Massachusetts regulations VP 1 for the removal, Containment or °p8 i" W 1 Encapsulation of Asbestos,453 CMR 6.00 and .- 310 CMR 7.15,and that the information ��81)762.3390� � AS contained in this notification is true and correct a•T hana Number f.Re reaentm ° to the beet of his/her knovAedge and beliof. 61 ENDICOTT.._ tea. g.address LL NORWOOD ^T 02062 h.Otyfrown t,Vp Code aMD01 ap.doc•10M2 Asbestae NOtcation Form•Page 3 of 3 w Q Page CERTIFICATE OF ANALYSIS Barnstable County Health Laboratory Report Dated: 10/27/2000 Report Prepared For: Bay State Pipe Order Number: G0008170 175 Airport Rd Hyannis, MA 02601 Laboratory ID#: 0008170-01 Description: Water-New Main Sample#: 08170 Sampling Location: 69 Ocean View Ave Cotuit MA - Collected: 10/25/2000 Collected by: M Devine Received: 10/25/2000 Test Parameters ITEM RESULT UNITS MDL MCL Method# Tested LAB: Microbiology Total Coliform 0 (4) CFu/100mL 0 0 MF 10/25/2000 Approved By: (Lab Director) Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 f I t/ Commonwealth of Massachusetts �������® 4 ExecutNe Office of Environmental Affairs NOV 1996 t;y D rtment of H�TH DEPT. nvir� mental Protection TOWN OFSARNSTAELE' William F.Weld 6 � GOVefT1pf !! Trudy Coxe A►geo Paul Cellu cl secre uy m U.G Veor \103f 0"I David B. Struhs . Commissioner SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 69 Ocean View Avenue, COtuit, MA Address of Owner. Kathleen S. Crawford Date of Inspection: September 5, 1996 Name of Inspector.Paul J. Santos, PLS (If different) P,O,Box 276 Company Name,Address and Telephone Number. m• COtuit, MA 02635 Tilton & Associates, Inc. P.O. Box 467 CERTIFICATION STATEMENT N. Attlehorouggh, MA 02761 I certify that I have personally inspected the sews dis (508) 699-41 0 ge posal system at this a�dress and that the information reported below is true, accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: Passes Conditionally Passes Needs Further Evaluation By the Local Approving Authority _ Fails / Inspector's Signature: a /9 " C ,v ✓. S z'�_.j/ '06 S' Date: /0 The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30) days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the office report to the appropriate regional of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer, if applicable and the approving authority. INSPECTION SUMMARY: Check A, B, C, or D: AI SYSTEM PASSES: y— I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CUR 15. Any failure criteria not evaluated are indicated below. 303. BJ SYSTEM CONDITIONALLY PASSES: One or more system components need to be replaced or repaired. The system, upon completion of the replacement or repair, passes inspection. Indicate yes, no, or not determined(Y, N, or ND). Describe basis of determination in all instances. If"not determined", explain why not) _ The septic tank is metal, cracked, structurally unsound, shows substantial infiltration or exh1tration,.or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a ponforming septic tank as approved by the Board of Health. (revised 11/03/95) I One Winter Street • Boston,Massachusetts 02108 • FAX(617)556.1049 • Telephone(617)292-SW A iJ Pnnted on Recycled Paper SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ` r PART A CERTIFICATION (continued) Property Addrtae:� ' 69 Ocan i� View Avenue, Cotuit, MA Pro Owner. - Kathleen A Crawford Date of Inspection:9;5-96.90T B) SYSTEM CONDITIONALLY PASSES (continued) Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is levelled or replaced The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): broken pipe(s) are replaced obstruction is removed CJ FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect the public health, safety and the environment. 1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING IN A MANNER WHICH WILL PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: Cesspool or pricy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh. 2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRONMENT: The system has a septic tank and soil absorption system and is within 100 feet to a surface water supply or tributary to a surface water supply. The system has a septic tank and soil absorption system and is within a Zone I of a public water supply well. The system has a septic tank and soil absorption system and is within 50 feet of a private water supply well. The system has a septic tank and soil absorption system and is less than 100 feet but 50 feet or more from a private water supply well, unless a well water analysis for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm. 3) OTHER (revised 11/03/95) 2 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 69 Ocean View Avenue, Cotuit, MA Owner. Kathleen S. Crawford Date of Inspection:9-5-96 DI SYSTEM FAILS: I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct the failure. Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool. Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool. _ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. Liquid depth in cesspool is less than 6"below invert or available volume is less than 1/2 day flow. Required pumping more than 4 times in the Last year NOT due to clogged or obstructed pipe(s). Number of times pumped Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation. Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone I of a public well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privv is less 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, ammonia nitrogen and nitrate nitrogen. El LARGE SYSTEM FAILS: The following criteria apply to large syatems in addition to the criteria above: The system serves a facility with a design flow of 10,000 gpd or greater(Large System) and the system is a significant threat to public health and safety and the environment because one or more of the following conditions exist: the system is within 400 feet of a surface drinking water supply the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area(IWPA)or a mapped Zone II of a public water supply well) The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information. (revised 11/03/95) 3 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 69 Ocean View Avenue, Cotuit, MA Owner. Kathleen S. Crawford Date of Inspection: 9-5-96 Check if the following have been done: X Pumping information was requested of the owner, occupant, and Board of Health. X 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 volumes of water have not been introduced into the system recently or,as part of this inspection. N/A As built plans have been obtained and examined. Note if they are not available with N/A. 2L The facility or dwelling was inspected for signs of sewage back-up. X The system does not receive non-sanitary or industrial waste flow X _The site was inspected for signs of breakout. X All system components, excluding the Soil Absorption System, have been located on the site. X 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. X The size and location of the Soil Absorption System on the site has been determined based on existing information or approximated by non-intrusive methods. X The facility owner(and occupants, if different from owner) were provided with information on the proper maintenance of Sub- Surface Disposal System. (revised 11/03/95) 4 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 69 Ocean View Avenue, Cotuit, Ma Owner. Kathleen S. Crawford Date of Inspection: 9-5-96 RESIDENTIAL: FLOW CONDITIONS Design flow: 1 Fi�_¢allons Number of bedrooms:19 Number of current residents: 0 Garbage grinder(yes or no): 'Ye Laundry connected to system lyes or no):Yes Seasonal use (yes or no): NO Water meter readings, if available: 9-30-93 to 10-1-94 73,000 Gallons 9-30-94 to 10-1-95a ons Last date of occupancy: COMMERCIAL/INDUSTRIAL: Type of establishment: Design flow:__gallons/dav Grease trap present: (yes or no)_ Industrial Waste Holding Tank present: (yes or no) Non-sanitary waste discharged to the Title 5 system: (yes or no)_ Water meter readings, if available: Last date of occupancy: OTHER (Describe) Last date of occupancy: GENERAL INFORMATION PUMPING RECORDS and source of information: System pumped as part of inspection: (yes or no)No If yes, volume pumped: gallons Reason for pumping- TYPE OF SYSTEM Septic tank/distribution box/soil absorption system Single cesspool �— Overflow cesspool Privy No Shared system(yes or no) (if yes, attach previous inspection records, if any) Other(explain) APPROXIMATE AGE of all components, date installed(if known)and source of information: Rxi sti ng 1926 Date of installation of system components is unknown per Kathleen S. Crawford Sewage odors detected when arriving at the site: (yes or no) No (revised 11/03/95) 5 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 69 Ocean View Avenue, Cotuit, MA Owner. Kathleen S. Crawford Date of Inspection: 9-5-96 System No. 1 SEPTIC TANK_ (locate on site plan) on Depth below grade: Material of construction: concrete metal_FRP�Lother(explain) Brick and Stone Cf—irst cesspool in overflow cesspool system- Dimensions: 81± Diameter, 10 ± Depth Sledge depth: -4'± dry Sludge/Sand Distance from top of sludge to bottom of outlet tee or baffle: N/A Scum thickness: N/A Distance from top of scum to top of outlet tee or baffle: N/A Distance from bottom of scum to bottom of outlet tee or baffle: N/A , Comments: (recommendation for pump condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, eNldence of leakage, etc.) �ecommend pumping once a year, no inlet and outlet tees, no liquid, structural integrity Qood, evidence of leakage N/A. Recommend installation of inlet an& outlet tees, and removal of dry sludge GREASE TRAP:_ (locate on site plan) Depth below grade: 0" Material of construction: _concrete_metal.=FRP -other(explain) Brick Dimensions: 28"± Diameter, 7'± Depth Scum thickness:, N 4 A Distance from top of scum to top of outlet tee or baffle:-" Distance from bottom of scum to bottom of outlet tee or baffle:N/A Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) Recommend pumping once a year, no inlet and outlet tees, Liquid level 2"± below outlet invert Structural integrity good, no evidence of leakage. Recommend installation of in1Pt and rnrtlet tees, and removal of 21"+ sludgP layer (revised 11/03/95) 6 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 69 Ocean View Avenue, Cotuit, MIA Owner. Kathleen S. Crawford Date of Inspection: 9-5-96 System No. 2 SEPTIC TANK_ (locate on site plan) Depth below grade: -12" Material of construction:_concrete_metal_FRP X other(explain) Brick and Stone (first cesspool in overflow cesspool s;steni) _ Dimensions: '+ ,'+ Dppth Sludge nepcn:3-4 ±- di- sludge sand D,'s nce f-om top of sbA e to bottom of outlet tee or baffle:3'—6"± Scum thiclme": NIA _ Distance from top of scum to top of outlet tee or baffle: N A Distance from bottom of scum to bottom of outlet tee or bate: N/A Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage etc.) Recommendr n inlet tee outlet tee 3" clay Rood ,condition, liquid level 6'± De low out e invert, struc ura integrity good, evi ence ut lea age ) j Recommend installation of inlet tee, removal of drysludge, an ring cover to grade. GREASE TRAP (locate on site plan) Depth below grade: Material of construction: _concrete_metal_FRP—other(explain) Dimensions: Swim 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: (recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, etc.) (revised 11/03/95) g A. i i SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) PropertyAddreas: 69 Ocean View Avenue, Cotuit, MA Owner. Kathleen S. Crawford Date of Inspection: 9-5-96 TIGHT OR HOLDING TANK_ (locate on site plan) Depth below grade: Material of construction:_concrete_metal_FRP—other(explain) Dimensions: Capacity: gallons Design flow: gallons/day Alarm level: Comments: (condition of inlet tee, condition of alarm and float switches, etc.) DISTRIBUTION BOX:_ (locate on site plan) Depth of liquid level above outlet invert: Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) PUMP CHAMBER_ (locate on site plan) Pumps in working order:(yes or no) Comments: (note condition of pump chamber,condition of pumps and appurtenances, etc.) (revised 11/03/95) 7 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 69 Ocean View Avenue, Cotuit, MA Owner. Kathleen S. Crawford Date of Inspection: 9-5-96 System No. 1 SOIL ABSORPTION SYSTEM (SAS):_ (locate on site plan, if possible;excavation not required,but may be approximated by non-intrusive methods) If not determined to be present, explain: Type: leaching pits, number:_ leaching chambers, number:_ leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: 1 Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation,etc.) Condition of soil good, No signs of Hydraulic Failure or Ponding. Conditions of Vegetation good. Recommend installation of inlr-t tee, and hring rnver to grade- CESSPOOLS: _ (locate on site plan) Number and configuration: 1 - cover -6" below grade Depth-top of liquid to inlet invert: A Depth of solids layer: 12"± Dry Sludge/Sand Depth of scum layer: N/A _ Dimensions of cesspool: 8'± Diameter - 8"± Depth Materials of construction: Brick and S t on e Indication of groundwater: None inflow(cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:_ (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments: (note condition of soil,signs of hydraulic failure,level of ponding, condition of vegetation,etc.) (revised 11/03/95) 8 c , SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 69 Ocean View Avenue, Cotuit, MA Omer. Kathleen S. Crawford Date of Inspeetion:9-5-96 System No. 2 SOIL ABSORPTION SYSTEM (SAS): (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) If not determined to be present, explain: Tyre: leaching pits, number:_ lynching chambers, number:_ leaching galleries, number: leaching trenches, number,length: leaching fields, number, dimensions: overflow cesspool, number: 1 C Si (note ndt ti n of ij, ei a9(hydraulic faAare, level of ponding`, condition of vegetation,etc.) Conditions Of soil good, o signs o Hy�rau�ici use or onding, Condition of Ve etation o Of inlet tee and replace and hri ng nkeri Lover to •g °O Recommend installation CESSPOOLS: _ (locate on site plan) Number and coanguration: 1 - Cover -12" below or (broken) Depth-top of liquid to inlet invert: N A Depth of solids layer:_ N/A Depth of scum layer: N/A Dimensions of cesspool: -)'± depth Materials of construction: barrel block Indication of groundwater: None inflow (cesspool must be pumped as part of inspection) Comments: (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) PRIVY:_ (locate on site plan) Materials of construction: Depth of solids: Dimensions: Comments: (note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation,etc.) (revised 11/03/95) 8 A. SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 69 Ocean View Avenue, Cotuit, MA Omer. Kathleen S. Crawford Date of Inspection:9-5-96 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' ` See Plan attached hereto. DEPTH TO GROUNDWATER Depth to groundwater. feet method of determination or approximation: No Groundwater was encountered on adjacent land to elevation 5.2 per test pit dug on 12-23-92 By axter Ny , nc. e evation based on N.G.V.D. _ +) See Plan Attached Hereto. (m.s.l. o_ (revised 11/03/95) 9 FEB 02 1996 �q wa Iv 12 ST a X/51: 2- Y, NOD.GR. `IrvEMAN HOUSE %I .7#6-9 GREASE v BR/CK FNO. d TRA O d�k "NFLoW CESSPOOL fNFLOW Ol'ER'FLON CESSPOOL j CESSPOOL .� / y,� / O•�ill II •'� SYSTEM N0:'2 °i v • � 41� ' • •-� f LOT 6 j \L o • F� 1 7 SYSTEM N0. 04 3S$ At G:rM, d �s� •, t { , r`• ` NOTE: L'OPY OF PLAN PREPARED 3Y 9,4X7-ER e NYE INC, OArED TUNE 29, l99.3 i REV/SED SEPr, 07, >993, SEPTIC ASBvii-T BY rlLrolv Assoc/,grES, INc, �Ocr. /�, /996 SKETCH OF SEWAGE D/5_P05AL SYSTEM SCALE /•'-¢o' a ❑ / ��/2 Sty W Dwelling ^33— l { / CeOffre 78 43 05" E / \\ ,Ns 8 310/7 j , N / / 03\ - 1 Cp. o Wel/pif F \ mPJt JOh � 9t� Eovi,t ce/DH -35 + Pe 6y Tv s t73 p Find Ctf1 °iTj3� Wel/ C E9on TrS i r 4 O I �3?` c • Olt Dr/ve 5.50 -36 r 8 • a I\ / y.--// I \ \\ \ 'i E � � W 237 8' R ;n 6� 37 Find ®cLPa _ / .W `3� \ �• \`` 6� — \ \ _ E \, ` SM A� 0335E \ \ ` Iso SSM \ \ � nor 10 Accesst'as�C�ent s`e/oH 37, \ to Lot I Fnd s� ` .� \ tirni#—of Driveway F 4-1 \Emeter ver o \` cN TEL o„ \ I I t \ �Q o \ \ / Access Easement \ \ o o \ \ �-y°H I / �. 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Nr 69OCEANvIEWAVENUE �� ARCHITECTS D O -0 4 BARNSTABLE.COTOIT„MASSACHDSEITS 9 WENDELL MR .CAtdBMME,MA 02138 �+ Z q = TEL:(617)354-5188 FAX:(617)868•3769 N -.-.0 ZO � Q q 4y ------------ --------- t---- -- - ------------- - ----------�-�/ 1---------- - fi---=------------- o— ------------- I----- —-—-—-— — — — — — --=---- ------------------- h j I I I jj I� 'I j j j jj jl j j j j� j7,,, 712 I II I I I I j o - - - ----- ---- - - - - - - - - - - - — —o ------------- ----- jj j j j C a— ----------- ---- j j j j j ;n -n 90 -- ---------- — ------------ ------ — A I \\ \ r--- — -------------��--------- �� \ / I , jL---------------- ° . N= ---- r=--- -----�— / -- ?— ------- ------ -� -- — --- , Lj I MOO n I y - z to —-- - LL urqlwe o-- — — — — -------- — — — W —-—- — ----------- _ —T— - -r - - — — — — � � � —O —————————— —+ ------------ -----J---- —+--=----------- --------------� DDDDD a m r & _ IVANBEREZNICKI ASSOCIATES,INC. PICKWICK REALTY TRUST - POOL HOUSE N Z O ARCHITECTS ") 69 OCEANVIEW AVENUE B N 4 BARNSTABLE.COTUIT„MASSACHUSETTS P+ 9WENDELL STREET,CAMBRIDGE,MA 02138 TEL:(617)354.5188 FAX-(617)86&5764 N , F Z7 - o �1 9ll Ir.Ile 9311 9311 931f Ir..1 93144 1 - ail ' IAC 47 7 N/ 718- 47l47- r vie El �= El 3 z IEl � 3 o< No a s o jEl j — I i �I _ of � 1 o I All a I — — — — — — — — — — --------- r co 4 z T , r o0— -4-------------4-------------I------- --- -4--- — ----------------------- — A i i i i i r D i i j j i Z I -------------------- ----------------- -- ------------------------------------------ I I I ° I I I y I I I I I I I I :.L - !` I i:a ( I I I I . . j.. I f.. I I I �I - 1 I I rl i , . _. o-- I - I —---------- -------------- -- I o— T - - - - - - -1- - - - - - - - - - -------------- i - - j-------------� - -- o Es � s � I I I I I n b z o - A y S IVAN BEREZNICKI ASSOCIATES,INC. PICKWICK REALTY TRUST — POOL HOUSE Ny Z o - 690CEANVIEWAVENUEg ARCHITECTS (n 5 BARNSTABLE.COTUIT„MASSACHUSETTS 9 WENDELL STREET,CAMBRIDGE,MA 0213E TEL:(617)354-51BB FAX(617)96B-5764 J W r REFERENCES: Land Court Case # 9216 A, & 39770 C & D v ` Cert. 192452 :n o ® w�2 Sty Cert. # 149650 & 149651 • � k:yu.: ai c , t- I Dwelling / _ • a , n S 843 Geoffr y�F FEMA FLOOD ZONE h� I OS h E 20S8o CO?�o IN �Ml Zone C & V17 (EL 14) o y; Panel # 250001 0018 D (rev. July 2, 1992) '• % r. h �. M '� PI ce H ✓oyn R. E9ofvi� Re!t - a X. rid ¢ PO y TrUSt REVISED GROUNDWATER i •� 1.3 .O Cff �If1D/p a i c, ® wen Pit t 58654 C E9on T�s o \ e N PROTECTION OVERLAY DISTRICT. AP - Aquifer Protection q District RPOD - Resource Protection Overlay District \m f �h/_5 \ ,S ._3 - oo,,, - t. Estuarine WatershedV PRO. e) 2318 - \ -� \ \ _ ZONE: Location Map / 1 5 8" o o I \ TIC TA \ o \ \ F " ` ` ` o-ssu'� • �h RF (RPOD) 1"=2000'f Fnd ° �p6 Area (min.) 87,120 SF ASSESSORS �pPROx Js •, _ s� / c' ,�6 S �.30 \ 0�° `' c �ronta a (min) 150' REF.. , " `3:35'1 o cb S. Width min) NA Map 034, Parcel 045001 o TOM Ei=4o.o'\Ncw c \ 0 Setbacks: Nail In 16" Oak � � 'n \ ti Wo \ \ o Fron t 30' Side 15' / ` \ HH \ \ \ \ �" w/F , n ^ Rear 15' \ _ Access amen t ems° to Lot ���3s� - , � , F Ce t-it-rot-o>`Driveway E \'\ \ SzS23" yv - - / „ �d o 5 / S r � \ E' o N _ end PERC TEST: 13,333 cp ( I N PERFORMED BY:JOHN O'DEA.PE- SULLIVAN ENGINEERING O ' / is \` \� ' Emeter - \ \ \ \ HH 1 I '\-R-2.7 ry ` N� SOIL EVALUATOR NO.2911 / /, - \ �� �S n Von - �5 \ t 1 \ E / ry �- WITNESSED BY:DONALD DESMARIS.R.S.-TOWN OF BARNSTABLE o / ; / , ?trt6 �� i+ I -- \\ \ 1 I o � JUNE 29,2011 / / TEST HOLE- 1 TEST HOLE-2 Icv \ ' O i c ° ptet E1-�-5 EL.30.5 O (� r FILL/LOAM FILL/LOAM f 1 , j• , \ t CCC U ` ` , I \ I I '' / I Access Easement \ o o ° \ \ \ \ \ / / 1 ` ( 11" 29.6 10" 29.7 / / C�pH Over ExistingDrive \ \ \ oil'% ..,........YELLOWISH BROWN YELLOWISH BROWN - \ To Ocean View A \ Icy \ \ • / LOAMY SAND LOAMY SAND .. O I 10 \ / r -- \ \ See LC Doc #69 ,963 w I ° \ \ \ / eent h tXM 23 28.6 22" 28.7 - Lr) `r J � LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN OICV \ \ \ N \ MED.SAND MED.SAND // 25 GALLONS GONE IN 10 MIN. IrCV \ / EXISTING SEPTIC ' CB/1Q1i 132" 19.5 134" PERC RATE<2 MIN/TN(LTAR=0.74) 19.3 SB�DH I / \ / f' i J \ \ \ I O \ SEE PIYRMIT 2011-216 \ rid i \ \ \ \ Fnd iN o TEST HOLE-3 EL 30.5 TEST HOLE-4 EL.29.5 l Lot 10 o \ I 7 \ \ \ r9. 1 St FILL/LOAM FILL/LOAM l i l // W r S' 1 1 \ \ ✓�6 249,552tSF�(Registered Upland) \ \ \ ^r ' o oy 28 281 3. 2¢6 • l l / l I 1 \ / e23,768f5F (Registered Wetland) 1 g° 1Q(388±SF (Unregistered Wetland) \ ` /+ S YELLOWISH BROWN YELLOWISH BROWN 44" 26.8 52" 25.2 GCB H � i � � ` r° LOAMY SAND .. LOAMY SAND to 263,708.+SF or 6.51f Acres Total \ . , \ \/ \ 40 i- ��H ^� A 'l�^ - LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN SEPTIC NOTES 1 \ \ - I CGZ Fnd ^�S MED.SAND - MED.SAND DESIGN DATA / �,5� 28+ DROOMS ALLOWED PER ESTUARINE OVERL 14 Y c' i • �6B ^ SS" 24.9 (rj qY ��i°Y� 25 GALLONS GONE IN to MIN. Single Family 1.Location of Utilities Shown on This Plan An:Approx.At Least 72 Hours• � \ �d �" 14 B ROOMS EXISTING 3 BEDROOMS PROPOSE • 3 Bedroom Minimum Design - Prior to Any Excavation For This Project the Contractor Shall Make \ r / °Oc,� # �> ^` * l36" 192 1 PERC RATE<2 MIN/IN(LIAR=0.74) 18.2 No Garbage Grinder the Required Notification to Dig Safe(I 888-344r72,33)• ti 69j 1Zp _ l s �_; 15 10, _ TH-2 Total Daily Flow=330 GPD 2.The Contractor is Required to Sayre Appropriate Permits From Town s �, Y Agencies For Construction Defined by This Plan. ` O Use a 1500 Gal Septic Tank 3,Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall )0 Car? N/F / __\ I Cooveor / \ SITE PASSED Be Constructed of Class 150 Presswe Pipe and Shall be Water Tested to `'Rob .0 Be LEACHIN(GL AREA Required Assure ation WithIn wed shall Water Lines Shall be nConstructed in ent Cos 1,T Ss( / ` ` / / S Ss. G `�Rlq. 330 GPD/0.74 TAR =446 SF R Coordination , Sidewall=2 I T-10"+2s 2'=151 SF CB/Drr / 09, s• Id' l� 0 ( with gas CMR 1.00-7.00 tit 310 CMR 15.00. Fnd 87 i S 0 Bottom Area=(12'-10"x 25)=320 SF 4.A Minimum of 9"of Cover is Required for All Components. Finish Grade _ Total Provided=471 SF 5.All inimu Structures Buried Three Feet or More or Subject ' 9�S 6 PFRFORMED BY:CHARLES ROWLAND.ETT- SULLIVAN ENGINEERING \\� - i._ - - - \ 6 0r SOIL EVALUATOR NO. 13596 to Vehicular Traffic to be H-20 Loading.It is the Engineees 3' Max. `- - _ _ !`� _ WITNESSED BY N/A __ 9" Min Corn acted Fill / V Recommendation that H-20 Always be Used. Filter C ►t ' ( / O ' LEACHING CHAMBER DESIGN 6.install Watertight Risers and Covers to within 6"of Finished Over Fabric wnd� ' / ' FEMA Zgne.Lines APRIL 2,2013 and/or " otia /;/ �- - As Shorn On FIRM All Pipes to be Schedule 40. Use Septic Tank Inlets and Outlets,D-Box,and One Leaching Chamber. 1 _ 1 2-500 Gal.Leaching Chambers in 7.Septic System to be Installed in Accordance With 310 CMR 15.00& - / / Portal I/ 250p01 0018 D 1 eo Stone �°� e e i s'/�%'/ j/ TEST HOLE- 5 EL 12'-10"z 25'Double Washed Stone Fields as Shown. 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable 314- - 1 1/2" /// w filly 1992 Board of Health Regulations. LEACHING Double Washed �� \ / a f% ` /��, �µ 8.All Piping to be Sch.40 PVC. CHAMBER Stone • a� \ // / / }'ILL/LOAM Ong �p 2" 34.6 9.D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum Sump of 6". r- 4" - 10 / ///�'0 N I I \ \ / i/ � � / / `Cc I � AI'LAYER I OYR 311 10.The Separation Distance Between the Septic Tank Inlets and 12' - 10" -I 1 - / ' /// r' VERY DARK GRAY r \� \ s'� �" , / / / St a� � / % � � � I o• LOAMY SAND W/ORGANICS 33.9 Outlets Shall be No Leas than the Liquid Depth.Inlet Tees Shall Extend \ \ _ - / j a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 14" i , / _ BW LAYER IOYR 5A Below the Flow Line,and Shall be Equipped With Gas Battles. CROSS SECTION OF CHAMBER \ \\ - - �•/ / / / / // /r �/ ep�� J.g' / 1 ny YELLOWISH BROWN � 24" LOAMY SAND 1, \ \ / / / � op o Coostol E� :\ 32.8 / / Town D- ni ion) NOT TO SCALE � � ` �•�+e / "'� •�. �i �.��'�/ �' ( .r, t c LAYER 10 YR 6,� -'' / BROWNISH YELLOW 136" MED.SAND 25�/ ` S 2• // ////' �' _ NO GROUNDWATER ENCOt1NTFRFD 23.8 a See Note 6 (ty�.) �/ ' �% �• % . � � � / i © � F.G. EL. 36.00 _ �� %'� r/ - ,/ p ce .50 01 Flow Equilizer:s i'may' S � -7` :" V / EL. 34.0 f As Required Installer To /aa� ��� Gte�1� / ^� ��' ' ' / tv / Confirm Prior El. 1500 GallonR eel\ - �� - : P: r3 / 00 Too EL. 32.50 �� �. S alc \\- To Any Work H-20 EL. H-20 i� 2C,03� Septic Tank D-Box 33 /• ! y �' EL. 1. H-20 CS/DH 6� ` Leaching 4.7' Fnd To Be Installed On Chamber \-5Ta a ompoc a Base 0 Bedding, T"s, Inspection Port, tF t"nctianterert kema+e & Reprn::e do Barrels All tin sultable:Sons t►ithM 5 W.......... as Per Title 5 Tha Outmr F®r�meter or The 5yat0rr to �� Legend: , , / � G 1 /, "x" Off: / 4G c No Groundwater /� � : • Per Test Hole 4 LWIT Of UNDEVELOPED COASTAL BARRIER �/ 0 l nLi1,l Qs Sewer Manhole d Deciduous Tree DEVELOPED PROFILE OF TENNIS SYSTEM EL 2 (Identified 1990) % • s9ss. /ra'f'� E Electric Manhole Appox. Groundwater As Shown On FIRM / �6 Panel j 250001 0018 D {y. / /b5' j O Per T.O.B. Maps rev Jul 2 1992 /.. / �/ 0d �� ` NOT TO SCALE r . t, � ® Catch Basin Coniferous NOT O o ® Catch Basin (round) / / Hydrant Hall Tree •• / Hose Bib y /: ® Water Gate W NOTES: PREPARED FOR: PREPARED BY.:• T►TLE: ® Velnt Pie Cedar Tree Site Plan O p 1.) The property line information shown was The Evergreen 69 Realty Trust /� -C, Utility Pole `` compiled from available record information. Alan J Schlesinger, Trustee Sullivan Engineering, Inc. CapeSury Tennis Court & Shack Sign El CB/DH Concrete Bound w/ Drill hole � Light Post p SB/DH Stone Bound w/ Drill hole C/0 Alan J Schlesinger PO Box 659 /'r7rLs+r F.ri�' © Gate o it 2.) The topographic information was obtained 1200 Walnut Street Osterville. MA 02655 n-l"'vdii- ti,1n r' At �_ Gas O PK nail from on on the ground survey performed on - 02E. o HH Utility Hand Hole SSM Re-bar w Schofield Cap ( ) ( ) (508) 420-. )94 nP .;^ -isy: y Steel / or between 28/DEC/07 and 30/DEC/10. Newton MA 02461 508 428-33414 508 428-9617 roe �` 69 Ocean View Avenue o o lc`' Irrigation Control SM p Survey Morker Pin �n.�„".+1• ,�. oc �� Fnd 3.) The datum used is NGVD '29, o ,,,fix d mean ' -OHW- Overhead Wires ---sea level datum. 40 Dro;ft , JOD Bamstable (cotuit)- -35- - Elevation Contour 0� 20 40 $0 � Mass. "�6d „ i Field: MLL/RRL/DWR W E Underground Utility Review: PS Comp.: MLL/RRL DATE: A NINEr"i' no♦ SCALE: _ Project: 210007 Project:t: C -_ p 1 rr 4O r tf> � ..323 � , I = • • �� Fes., r\y�:.; t• / `_. .. / '•'� 1 •{ I ti:"::tira�iv�3..tilafiiJity'{�;,y: :it "::%vim' •'Siti`.ti' ",:ti?E'S�:' i 'o• \ \ / ' ."•/� / / I / Nawk Des! n, Inc. Landscape APchhcluPe Land Pl000 tg Sagamore, MA 617-2424800 J. 2i61-�° . -m 61.011 Im{-mI1 � ®0 261-�° I 3'11-�° � � info@haw�dea�gnlnc.com .� STONE COJ.•UMhJ'tYP. � I " HAWK DESIGN,INC.2012 I1-p II V STONE WALL, TYP. THIS DRAWING AND ALL INFORMATION CONTAINED C�AtES, tYP \ \ ! sHEREON IS PROPRIETARY INFORMATION OF HAWK\\ DESIGN,INC,AND MAY NOT BE COPIED OR \ ( REPRODUCED,EITHER IN WHOLE OR IN PART,BY i � / \ ` / o /•/ _ _ '� ANY METHOD,WITHOUT WRITTEN PERMISSION OF HAWK DESIGN,INC. ,� _ \ �. 4 PARKING 1 a s •...,...,, r r w i N P ...a. ., .•.awn w. .—r.• .•'.. , �I 'll a "4 IV. A R E � E • .t.w EX EE .a S 1 E ( / I L � Date. 3/15/12 1 I:ENCE Q�iATE EX MAP �.�`� f� t0 AIN — PLANTED � \ i / PLA�1't��3 D . . - .. r��� I ° �' Revisions: I i i N / , Num, Date Description — < 1, 5112 Released L2,1&22 to G.C,for wall construction -------------- Ix 1 . 3 e ' •• TAWN •PA'F 1. 3 N . . ° 1 — , • ••—. mil'�11 x a•+, ( / •`J .ln 1 — SPA . I ; y N CV ° o ROOF • _ - _ _ � T Swimming Pool Po lhouse V j I e Im1-m11 1.01I 121-m11 2�1.91I I 211-�11 2�I-�II � �', { / I I / � q 1` f(/ 1(/ YY// Y/ 6 DOOR ZP r F■� ` 55 / l / r CIDCOPING — a� :• �/'''� , .. �, : \� l I N .:POOL- N \• \ % � / � � , / o � 4FWft 1 ( C p ■ OD PLANTED N AREA, lit J , :. .,,. , INC\ / i .� < / / rd / c ,w :a 1 .:a• I �'. ter.. r t—.....a—aL —x i..i—•,lam•...`.Y.•'.�.. r _.mow., .•'$..a:'!'-a.�•i"rti".r,. ,r.'. r —r a ,,,ar _.. ...ram —.•ram._..tir t••rli'•:+�i'. . i I / I \ ! I Drawn BY:13% Checked By,DH STEPS - (2) I `' `\ I � � �\ �'_._._.�-•-STEPS (2) . 6 11 RISERS Pool Area \ \. \ \ — ` — — _ Layout Plan \ \ \ ♦ EX® PP8 / p Scale: 11, = 1 o1-on ♦ Sheet: 0 10 20 30 feet \\ \ \\ �� �� ♦ /� - - - - - - — � � \ SCALE: 1" = 10' REFERENCES: ' a Land Court Case # 9216 A, & 39770 C & D Cert. # 192452 , 'e ^ 1-1/2 sr Cert. # 149650 & 149651 19 f W/R y Owellin i' 9 n► :` � JtJ d Geoff, N/F , i S 78. " ey M FEMA FLOOD ZONE o5' E ! �, S8%36��Or Zone C & V17 (EL14) y 4X 20 Co , -- `� �`° - \ ` Panel # 250001 0018 D (rev. July 2, 1992) V J "0. 3 \ ` I � a 1 5,�••E, ° Wen P•r x •' � 880 \ \ p/Ernbr9ency uOhn Coty� fJm Gen. R E f �1 Lo €� 75 .v,% "'.:b 7 J`kx•; - CB H n ��: f„ \ � � o /D &• P y Tres ����R � S 7 \ Fnd K r N' 33402 'o \ �tf ,5"�ela t REVISED GROUNDWATER : ne o \ F \ ®�P'r 8654 E9a rrs PROTECTION OVERLAY DISTRICT.- Aquifer gm AP - Protection District3 \ F 1 Aspho/r o RPOD - Resource Protection Overlay District � 0-, � x N� Estuarine Watershed 6 0,.. ^ co 1.8 0�° ZONE: p • � � � Location Map <, RF (RPOD) 1 =2000 f FindI f �, ._.. - 6`Lq °�°�° L N Area (min.) 87,120 ,SF 7 _® 6 � Fron to a (min) 150 ASSESSORS REF. ^ j `� S 5 s 73�`�35'1 \ o Width (min) NA Map 034, Parcel 045001 FSnro \ \ ^ - 50461 E Setbacks: o \ t ,_, �� cry rn ssM ` \ to o Front 30' ^ \ t \ `^` \ w �. Fnd \ \ G 3 , j \ \ J \ \ '` \ \ 1 sry o�zt ` Side 15 , j \ i LOT 10 "`'� l \ HH I \ \ \ ' / Wit S% , -'A Rear 15 / Shed o ° Access oselent to Lot '-IT--- �� \ .H 5` l / - ce H t �BF°d / / ' // / ` __ s, \ ti► ►i#-of Driveway .,� 1 F \ \ \\ 5? , ` / // y' j �°d11 0)C \\ \\ 1�n / s 6 1 i j PERC TEST: 13,333 a ! i /f 1 0 Z ` ` �� ' / SOEL EVALUATOR NO.2911 /f \ �\ \ ,, \\Emeter \\ \\ `1 H � E I _R=26.7 ( l o \ (' N PERFORMED BY:JOHN ODEA,PE- SULLIVAN ENGINEERING O pD j �4� - l ( /` veni " -, �5 \\ ` g ' \ _�� E\ �/ �~ ry ', ) �. WITNESSED BY:DONAILD DESMARIS R.S. TOWN OF BARNSTABLE w o r f / j f 3,x6 \ i t E \ cry \ l y \ \ N - _ E - r / . o DUNE 29,20l i - �' / j / I >, 1 i �' 1 \ TEL TEST HOLE- 1 TEST HOLE 2 �` j / / j \ j / \ ` f t \ i \ / f cry p c� Iry 1 et EL.30.5 EL.30.5 o +� ° \ o \ r vent F �aoi':::::: 4 l i \ / / 1 \ \ \ 1 R F'p 11": :'::':':'::':::::::::' :::: ::::::.'.:.'...: 29.6 lo" 29.7 / / / .... Access Easement 0 3° \ \ o H / / L Over Existing Drive q, \ \ PROP 5� ,� /' /oo7A 1OXR ::: IUYR 5 ;:::::':::: n , 1 � r / /ems-` \ To Ocean View Avenue ''�' \ �cv \ \ \ \ a-eox N �'4� ✓ ;.;..;:.;.YEI :OWISIBROWN ;;.;.....;YEId�DWISIBROWN See LC Doc 698,963 + m O �h j` '� 23�� ....':.'..'..'.'.'.'.LOAMY.'SAND 28.6 22" L(lAA4Y'SAND.... :'`.' 28.7 C LAYER 2.5Y 6/4 C LAYER 2.5Y 6/4 LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN � / / � \ � lcv\� ME ti _ ..--• r-' •"` ~"',. ``\ O .,. 'c��O I cil \ 1� � N �5 � \ D SAND MED.SAND - 50 PERC TEST 26.3 �� 25 GALLONS GONE IN 10 MIN. icv � N / l� �.p � In 132" 119.5 134"1 PERC RATE<2 MIN/IN(LTAR=0.74) 19.3 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED /pd - - CB/OH / r -. \ \ \ \ \ \ q ° �` \\ \ �� TEST HOLE'-3 TEST HOLE-4 \\ Fnd 30 \ \ \ \ / \ \ s O �� .- EL.30.5 EL.29.5 , 1 3• -`'' Lot 10 \ \ � � o \\ 4 1 \ 1 s : Fri a oai::':'::':..;. .'.': :':':F i o I I 1j 91 75' \ \/ W rY 249 552tSF Re istered U land \ . : :: 26.6 I~ 1 ,;(Registered P ) \ ,h \ Garage 28 ...•:•:':'::':::':':'::':::':':'::'::::':':':':':':.... '::':' 28.2 35"::':'::::':':':::':'>.'.':':'::::':'::::'::':':'::•:':':•:•:•:': 23,768*SF (Registered Wetland) \l a 9 \\� I H7�A1i 1bYR 3(6:;:.:..:::: :::::::'::..DT,AYlt 1bYR 3%G.; 1 Q1388±SF (Unregistered Wetland) \* \y \) \ " YELLLFOJAWMISYH' I3ROW N.• H SAND... . 26.8 52 .•.•.'.'.'.'.'Y''E'I LOWMISYH'SBRNOWN• . • 25 1 263,708fSF or 6.51E Acres Total C LAYER 2.5Y 6/4 C LA) 4,4,2:5 r 1+ ' k t \ \ 5 f \ T O' �' \\ •''' y ee ti� LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN CB/oH �0 �c ^ MED.SAND 55" PERC D. 1AEST 24.9 SEPTIC NOTES Fnd °� h DESIGN DATA ` "Single Family I.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours A 8�t,2`e 25 GALLONS GONE IN 10 MIN. Prior to Any Excavation For This Project the Contractor Shall Make \ / 1\ `r ae ?) o' \ ,c� T 136" 9.2° 136" PERC RATE<2 MIN/IN(LTAR=0.74) 18.2 s' `rf NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED 3 Proposed 2 \ / r G 11 Future' the Required Notification to Dig Safe(1-888-344-7233). \e `Y 697/js, 170 10• - 1� / 1H-1 J Total=14 Bedroom @ 110 GPD 2.The Contractor is Required to Secure Appropriate Permits From Town / ` Agencies For Construction Defined by This Plan. r Cone ' \ No Garbage Grinder SITE PASSED Total Daily Flow=t540 GPD' 3.Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall p�ckWick N/F Cover 7 \30 a Use a 3500 Gal Septic Tank Be,Constructed of Class 150 Pressure Pipe and Shall be Water Tested to ✓RObe,tRealty Tr - ! r �j And a 2000 Gal Septic Tank Assure Watertightness. in General,Water Lines Shall be Constructed in COsey �vr st r �" 1 G f (2 Tanks Required for Flows over 1000 Gals) Coordination With Cotuit Water,and Shall be in Accordance s / -q Q 'F ` o `�C' �4�1 lv CB/b1+ With 248 CMR 1.00-7.00&310 CMR 15.00. 4.A Minimum of 9"of Cover is Required for All Components. Finish Grade Fnd 87 09. �}� � � 0 •M� `` (•' "` ,,,.- "'` "' � t�9S6b ti0 / • LEACHING AREA More 65'���a ��"" '� ,' 1.. ''��_ 1 - 5.All Structures Buried Three Feet or J 3 Max. _ \ �' ti\� G\' t0 r '� l �5-� "` / f // // ti0 1540 GPD/0.74(LTAR)=2,081 SF Required to Vehicular Traffic to be H-20 Loading.It is the Engineer's 9" Min Com acted Fill CB H 1540Side Gil= 0.7410"+ ) 2',287 SF Recommendation that H-20 Always be Used, p Fil ter i ' � / \ 0 y� / y / t I` / // EMA.Zgne.Lines e And ror Fnd I / `L ���� o<�o I-e/ f''/j'/j �s As Shoy'vn bn FIRM Bottom Area=(12'-10"x 59)=757 SF 6.Install Watertight Risers and Covers to Finished Grad / (a � Provided=1,044 SF each Over Septic Tank inlets and Outlets,and to with 6"of Finished - 1/2" ,yp 0 �P Q P�' / / / / r" �/ // // �/ ! Panel # 2SOp01 0018 D - 44 F=2 088 SF de Over D-Box and Two Leaching Chambers. Pea Stone `\ ��� ;�o��� r'/ '�'j�'�r�� ev July , f992 Total-2 x 1,0 S Grade , g 3' 3 4 1 1 2 7.Septic System to be Installed in Accordance With 310 CMR 15.00& LEACHING Double Washed / ` '' �µ LEACHING CHAMBER DESIGN 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable o f f CHAMBER stone / ! �� /// // All Pipes to be Schedule 40. Use Board of Health Regulations. I f \ \ \ 8.All Piping to be Sch.40 PVC. �, 2 Fields w/6-500 Gal.Leaching Chambers in . ha I-' 4 - 10" ' 12'-10"x 59'Double Washed Stone Fields as Shown. 9 Sip of D-Box Shall Have a Minimum Inside Dimension of 12",and a Minimum I 12' - 10" /�'' ' / �►e ' �� S 10.The Separation Distance Between the Septic Tank inlets and / / = Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend SECTION OF CHAMBER \ �' ' CROSS S (ffawn-'Deflnition) a Minimum of 10"Below the Flow Line.Outlet Tees Shall Extend 19" ;/ � / / / / of.Coastal BanBelow the Flow Line,and Shall be Equiped with Gas Battles. NOT TO SCALE ~ poi \ / / // �� 23 of F.G. EL. 30.99 See Note 6 (typ.) 7.50 Min 29.75 Max Flow Equilizers / D : EL. 29.3 r As Required �Ja�: i�� 580��e At ' ��, Installer To EL. 3500 Gallon EL 28.50 q C\ ✓ 51 /�' ,• Confirm Prior H-20 EL.. 2000 Gallon To Any Work Septic Tank H-20 EL 28.00 F1 Lop EL. 26.75 ,I,� i' 2 _ Septic Tank EL. D Box E 2608 ' ' � /'� :. �, •. -•r• ` Leaching �� N To Be Installed On Chamber - a e ompac a ase 10 r ( / rG� `� H M ,� , , ke \j of qss Bedd in "T"s P 9, fJ F- 9 :t.l+t.`1"riciiriatii�:�&� h a•'' .� O Inspection Port, ...... .. .. P..j •�, 1 • & Baffels :?AF:ilrisjfa`;titslt' ollsiki 4i�ii'c ' i ?'c `n �f\ >' 'Ij9 y e as Per Title 5 ;`•.71iu.# Ftt1' Fl"rFIBtF crf:;:7ii9:SSb®Jii !' ;�\�/ .10 C. GJ, - ` GG: E m ✓ W Legend EL 18.2. I i e N OP Deciduous Tree Na Groundwater Identifted 1990 / 9•s / irar , %� �F S1 LIMIT Of UNDEVELOPED COASTAL BARRIER Qs Sewer Manhole Per Test Hole 4 ( M _ 5 Electric Manhole DEVELOPED PROFILE OF SYSTEM EL. 2 As Shawn on FIRM ` , .s•. �/�x ; d �, L Panel 250001 0018 D O E Appox. Groundwater f FT Catch Basin ALE Per T.O.B. Maps rev July$ 1992 ../� /•• �IaL ® Coniferous Tree NOT TO SC ® Catch Basin (round) / • '� ebb / i Holly Tree HoseHydra B b ! REVISION: Relocate Proposed Septic DATE: 04 16 12 ® Water Gate r„,,, NOTES PREPARED FOR: PREPARED BY. TITLE: ® Wei 1 � �x Site .Plan.. O Vent Pipe �-o- Utility Pole � cedar Tree 1.) The property line information shown was Alan J Schlesinger, Trustee The Evergreen 69 Realty Trust Sullivan Engineering Inc. Sign CapeSury Proposed Improvements compiled from available record information. > T t 1 w T� 0 CB/DH Concrete Bound w/ Drill hole C/o Alan J Schlesinger PO Box 659 7 Parker Road t Light Post p SB/DH Stone Bound w/ Drill hole MA 02655 Osterville MA 02655 © Gas Gate O PK nail 2.) The topographic information was obtained Osterville, o HH ssM from an on the ground survey performed on 1200 Walnut Str�e+ et Utility Hand Hole Steel Re-bar w Schofield Cap or between 28 DEC 07 and 30 DEC 10. Newton MA 02461 (508)428-3344 (508)428-9617 fax (508) 420-3994 (508) 420-3od. fox 69 Ocean View Avenue Fnd ® / / / capesurvC�capecod.net o'cv Irrigation Control F d p Survey Marker Pin 3. The datum used is NGVD '29, a fixed mean Bamstable (cotu/t) (ass■ LQ OHw Overhead Wires ) _ sea level datum. 80 160 Draft: JOD Field: MLL/RRL/DWB = 35- - Elevation Contour 40 0 20 40 E Underground Utility Review: PS Comp.: MLL/RRL DATE: SCALE: 1 rr _ 40F (r) Project: 21007 Project: C323 June 29, 2011