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0154 EEL RIVER ROAD - Health
154 EEL,RIVER Rom, OSTER'VILLE t 4 1lll � � 12134 ;.W NoP2.�.�.�GN `hsr.cos4 HA$TW08,MN I _1 / �. �� t� � � � 9� t II �' ._ i i � i d �� li' � ', ,. . � � , P _ � , �� � �� ., ,, ,� F F � a �r 08/18/2000 16:31 5087715336 CRAIGVILLE REALTY CO PAGE 01 CRAIGVILLE REALTY CO BOX 216 WEST HYANNISPORT,MA 02672 OFFICE: 508 775 3174 FAX; 508 7715336 PERSONAL: 508 775 3533 E-MAIL: vrww craj llebme cm August 18,2000 TO: Centerville-Osterville Fire Department VIA: Telefacsimile Building Inspector,Town of Barnstable Board of Health,Town of Barnstable ]FROM: Martin C.Traywick TO WHOM IT MAY CONCERN I have been notified by one Lin Stone that she had notified your department of a fire hazard in premises which she had rented from the office of CraijVille Realty Co located at=1-54-EelTRiv_er Road;Osllea Your office would have received this notice on or about August 14,2000 and that she intended to file up a follow-up notice on August 21,2000. She noticed this ofilce of these actions on Aug 14,2000. As a response to her claim,I notified the oil service vendor,Stephen A.Morrison,of Ostervitle,MA who inspected the premises on August 15,2000 and repgrted that there was no fire hazard,see attached JOB INVOICE. Very truly yours, Martin C.Traywick Cc Building Inspector,To of Barnstable Board of Health,Town of Barnstable r 08/18/2000 16:31 5087715336 CRAIGVILLE REALTY CO PAGE 02 JOB INVOICE STEPHEN A. MORRISON Certified Oil Burner Technicians EMERGENCY BURNER SERVICE PO.BOX 120 INSTALLATIONS - OIL TANKS Osterville,MA 02655 FURNACES - BOILERS -WATER HEATERS '508-428-711 1 508-790-3668 arrte: `►tU.�t Date ordered: C:v Address: Job Address: /} .�� Terms: DUE ON RECEIPT QTY. MATERIAL UNIT AMOUNT DESCRIPTION OF WORK r i J 8 `f s cJaUC, r - , L Jn r t r LABOR HRS. RATE AMOUNT A Finance Charge of 1'/2% per month will be added to ail TOTAL LABOR accounts remaining unpaid 30 days after date of original invoice. This constitutes a charge of 18% per Armum. TOTAL MATERIALS SUBTOTAL Customer Approval Signature TAX GRAND TOTAL JOE INVOICE of� Town of Barnstable P# Department of Regulatory Services auwsr.+n[.o, : Public Health Division Date 7 ?Itl .aJ9 16�' 200 Main Street,Hyannis MA 02601 Date Scheduled /}�j d � V Ttrie U� Fee Pd. Soil Suitability Assessment for Sewage isposal -Performed By: Witnessed By: � ✓+ YN !4n _ LOCATION& GENERAL INFORMATION Location Address rJ 1A ce) Owner's Name A) Address SCrv_w_ Assessor's Map/Parcel: i 15r_ Engineer's Name Oa�l S'h C d/0.vX1 6 NEW CONSTRUCTION l2EPAII2 NEW # ^ Land Use oS ef)—Vk(n Slopes(%) 61�74= Surface Stones Distances from: Open Water Body + P y --11ft Possible Wet Area ft Drinking Water Wellr /L ft Drainage Way Iv a-- ft Property Line 5 Q ft Other /v 1 i1 ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) r V JCL' ./��. %1^ ed S i / f Parent material(geologic) V ` Depth to Bedrock Depth to Groundwater. Standing Water in Hole: 0 UC L O VZ2 Weeping from Pit Pace /0 n-n.Q (JQ`�t Estimated Seasonal High Groundwater ?) 1'2", -nN ne (2- DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment €[. Index Well# Reading Date: Index Well level-------_.a Adi,factor- Adj.Groundwater Level PERCOLATION TEST Date&'i2-I� Time IQ» Observation Hole# � Time at h" Y'C; a e 3� Depth of Perc ` 'I 't t1 tt 34i —�l1 3U -gig Time at6" Icy 1a.3$ Start Pre-soak Time @ l rj':15 1C,%3o Time(9".6") End Pre-soak 1 3S�30 j Rate Min./Inch Lod t 1Pt Z, Q i Site Suitability Assessment: Site Passed Site Failed: Additional Testing N)eded(Y/N) ,y Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTfC\PERCFORM-DOC DEEP-OBSERVATION HOLE LOG Hole# f Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency,% ravel PIA }� DEEP OBSERVATION HOLE LOG Hole# . Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C ns's a % ravel) ti 3 `U LL, LS ►®'t¢. 7l FQ is ,�� 3 Ck � Sates ,s d �i'4 Ups E e-5 4d DEEP OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency-%Gravel SL LS DEEP OBSERVATION HOLE LOG Hole#_ [Depth from Soil Horizon Soil Texture Soil Color Soil Other urface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten 1 oc AID L 1AYA23 A) z� d1 LS t,Y�515. Fe,a 3 0.r pats C`. a 1-1,s Y '+ Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No X Yes Within 100 year fleM boundary No.., Yes Depth of Natur.!!iv Occvrrine Pervious Material Does at least four of paturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? Certification I certify that on __ (date)I have passed the soil evaluator examination approved by the Department of Envi,ron enta rotection and that the above analysis was performed by me consistent with . the required training,expe se In e rl described in 310 CMR 15.017. Signature Date y ?,—to QASEPTIC\PERCFORM.DOC ,. .. 1.P TOWN OF BARNSTABLE LOCATION l / �7QI�U�/ 0 A SEWAGE#h'I I VILLAGE r ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NO. nn� p // SEPTIC TANK CAPACITY [5-bp «l <.�l idx) -�yy";> LEACHING FACILITY:(type) 1n�(("f (size) rY 37 Y NO.OF BEDROOMS OWNER PERMIT DATE: 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 4f'ariy wells exist orr site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any ywetlands'exist within 300 feet of leaching facility) { Feet FURNISHED BY S7.i >. At A-b A A Ll I TOWN OF BARNSTABLE 'I;OCATION Z,?,1 ZUt kr—� SEWAGE# �_..6 VILLAGE S4- ASSESSOR'S MAP.&PARCEL I _010 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I S-QZZ) /6PV LEACHING FACILITY:(type) . (size) J 7 X 37 k NO.OF BEDROOMS OWNER PERMIT DATE: -- 7 ^J/ COMPLIANCE DATE: 3 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) ,e :Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY a - 3 C� j. � L - I?7 ' ��• 13' ' A q- 0 V . � Id y :. �,e s a-, No. I[ - ` l Z Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftpYitation for Disposal 6pstrm Construttion permit Application for a Permit to Construct(,,y Repair( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. R Owner's Name,Address,and Tel.No. Asselsso'sMa�p/Parce� , � J GA G�BtI c,S Installer's Name,Address,and Tel.No. Designer's Name,Address,an Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 1$� sq.ft. Garbage Grinder A0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date f��l� —Number of sheets �Z. Revision Date Title n Size of Septic Tank 1901) Af� Z y n Type of S.A.S. (��Q� Zt�/�/S Description of Soil O any S�►Q! �` / �N��„� S� 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 Enviro tad@ eud ane not to place the system in operation w tii a Gettificate of Compliance has been issued by this Board o t Si ed Date Application Approved b � Y Date lam/i Application Disapproved by Date for the following reasons Permit No. Date Issued No. N I-ter" Fee��� THE CO�IAMONWEALTH OF MASSACHUSETTS Entered in computer ,\ PUBLIC HEALTH'DIVISION -TOWN OF BARNSTABLE,MASSACHUSETTS ltlYiLatiOtC for disposal 6pstem Construction Permit Application for a Permit to Construct(�,,y Repair( ) Upgrade( ) Abandon( ) ©Complete System ❑Individual Components tion Address or Lot No. Owner's Name,Address,and Tel.No.Loc . �I S-D io--oo f I �y E�� River R� Assessor'sMap/Parcel S�2CJ��� �'✓1 vGIP�1 ;S Installer's_Name,Address,and Tel.No. Designer's Name,Address,an Tel.No. � 3Go Type of Building: Dwelling No.of Bedrooms Lot Size �7 4 9VZ sq.ft. Garbage Grinder(/Ve Other Type of Building No.of Persons ,Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided �rJ gpd --s Plan Date, . Number of sheets ��. Revision Date Title Size of Septic Tank I S;0j 2 v h Type of S.A.S. Sk� W -/-n&'I :c Description of Soil., o a S� /L(Q /,r, Se.�J1 11. •� `. 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 Enviro; .e o We and not to place the.system in operation until-a Certificate of .1 ° Compliance has been issued by this Board o e th y Signed `— Date Application Approved b �7�. Date l�/•711 1 Application Disapproved by Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-.site Sewage Disposal system Constructed Repaired( ) Upgraded( ) Abandoned( )by 0 --D at e ✓ ( Rai_ has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No."?01t -/''12 dated Jt Installer -04 r, 1'Le/iii Designer #bedroom Approved design flow >' gpd The issuance of this permits 11 of be nsttpued as a guarantee that the system wil nctiioo/n Ja�s)designed: Date Inspector U No.� - 2 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 33isposal 6pstem Construction Permit Permission is hereby granted to Construct(G-Y Repair( ) Upgrade( ��) Abandon( ) System located at rJ�I ,tom_t' e i 1-er S'� r t&/ 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:Construc ion must be completed within three years of the date of this permi Date n // Approved by Town of Barnstable • .Regulatory Services- : .1Alt ABM t. - MAS& Thomas F. Ceiler,-Director " sb39,. MIQ PublicHealth:Division Thomas McKean,Director 200 Maio street,Hyannis;NLA'o2601 aq Office:508-862-4644 : Fax 'S08 790-6304 Installed&Desi ner Certification Form _ ' 1 r1_ Seva�e Peas # 11 :�72 Assessor s Map�Parcel_11 S Date. e5 • sar^sneh. sA Installer. �� h�s "Designer /l�k ,°��P�,�{ -7 f'a�A7e� Rod. LF� A3"�Um Address. 'Oserv.'l�� M easy nee rr " .Address r fig' Ch :S�; rarsfe�s ;�;<�ls On 7 "ll ��� `� r�4 r n 4 was issued a perrmt to install (date)" (installer) w septic system at t�y Gil R,"vet` 4-id based on a`design drawn by ' (address). ('a e Me4- S�q dated 2 g z oil" (designer) certify that the septicsystem referenced above was installedaubstantially according o the design,:which may include'mmor approved changes such as lateral relocation:of the b�imon box dlor c tank "� �M�.. ,� t,.c5.n�" i"�S q�• �+ h� of `a„ -1aT.�CSPor+Si�. ?r ALS��v1 e ` w mor:c esemfnceaIcrh st d i.e- eater lateral relocation of the SAS-or any g' . than 10' vertical relocation of any` ' component ofthe septic system)but in accordance with State&Local Regulations Plan revision ified as-built by designer to follow, I"OF 44ssgc R (Installer'. :Si tUre) 4EA'JO�i:�►.C: . tiG 0 0 m IViL. No.4816 F. �0, 9FG/STER`�� Fss/ONAL (Desi er s Si gna e) (Affix Designer's Stamp Here);. _A" : P � : Qyp� g� gEAT TH T1TVi4TON CERTIFICATE OF COMPLIANCE WILL:NOT BE,ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVEDBY THE`BARNSTABLE PUBLIC HEALTH DIVISION.THANK YOU. Q.Healthls4tic/eesiper.Certification Form 3-26-04Aoc - i -I An i r. �/ �°"v`_ -7h-Q- - --�-- No. Fee . " THE'COMMONWEALTH.OrMASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWIt OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for ]Disposal Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /s!7 � —real 2`` Owner's Name,Address,and Tel.No. �' Alg—vfo Z sessor's Map/Parcel © ` /L I Installer's Name,Address,and Tel.No. 7 71ie S'775oe Designer's Name,Adcfress and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size 7 ' , of fS sq.ft. Garbage Grinder( ) Q Other Type of Building No.of Persons Showers( ) Cafeteria( ) 0 Other Fixtures Design Flow(min.required) � gpd Design flow provided gpd Plan Date A 8//( Number of sheets Revision Date 2 �3 IZ2 Title Size of Septic Tank lSCM P 2e Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) �—��✓.S'�sf]"--[yl...... 7 _ � r Y l Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sig Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. , Date Issued ` THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded Abandoned( )by 0_� m A at �S ( �C d V�i3 _ has been constructed in accordance with the provisions of Title 5 d the for Disposal System Construction Permit No.ny�l l7a'dated Insta Designer��Ga•,,t{�� � #bedroo s Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector bo 44 'No. ,/ ,. ;� s •� ��'�� g ., Fee 4: ,THE"+COMMONWEALTH 0O.MASSACHU.SETTS Entered in co uteri Yes PUBLIC HEALTH DIVISION TOWINI OF BARNSTABLE, MASSACHUSETTS ', '• ,. I�IYILatIDIY Ifor 1��108a p1i {�DTCSrCULt1D1I' PCIIIit Application for a Permit to Construct( ); Repair( ) Upgrade(' Abandoric'tk).. ❑C9mplete System ❑Individual Components Location+Address or Lot No: �,�1� Owners s Name;Address,and Tel.No. A s ssojs.Map/Parce C r/ Installer's Namf e,Address,and Tel:-No" � �S 77 c, Designer's Name,Address,and Tel.No. �� -� Slfy7 ri'C Sf?r� Type o Building: ' f v '; �7c (I Sr A� Dwelling Nol of Bedrooms �/� Lot Size sq.ft. Garbage Grinder( ) Other $ Typeof Building �... No.of Persons Showers( Cafeteria( ) 7,f Other Fixtures ; Design Flow(min.required) Mn gpd Design flow provided S" S77/. / S gpd h Plan Date c�'�y�// E�Number of sheets 2_ Revision Date c�/ fir f ,Title Size of Septic Tank /5 lr�L `6 In f' Type of S A S:r j Description of Soil e..� /'d 0 i (J _ i tl i Gj� E` ` ,i .u• 1 r gature of Repairs or Alterations(Answer when apphcb9e) c - f Date last inspected: r1 ti�4 r 1 Agreement: "}^ 'q- i The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this•Board of Health. ' Date f Application Approved b \ ' - Date : _ Il � .- Application Disapproved by Date for the following reasons` ' a""+a Permit No. j Date Issued � -----.------_ :-.------ ------ ----f-— _ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS j ' Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) a Abandoned( )by I_ Cc S ,1 -A ,�g-1_4 7 , at i 1 I t-` .l r �, ,� has been constructed in accordance ) j with the provisions of Title 5 d the for Disposal System Construction Permit No. /7a'dated j Installerl_ � -� Designer t , ,, > #bedroo( sn J v Approved design flow gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. I Date / Inspector - ---- it --._� - / r 7 f / r No. / - Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS - •~ -� _� - - -�iB�JDSaY bpstem Construction i3ermit Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( ) System located at Z? and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with i Title 5 and the following local provisions or special conditions. _ ' Provided-.'Constructio mu be completed within three years of the date of this p`rmit. Date � 7;) , Approved b �. ' Town of Barnstable Op SHE r ' Regulatory Services Richard V. Scali, Interim Director ._. BARNSTABLE, ' Public Health Division y MASS. g $AT i639. A Thomas McKean, Director FD MA'S . 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Homeowner Certification Form for Alternative Systems. .,' PropertyPAddress: �SL Z v h �S�w:1...0. . . .... ,r' Assessor's-Map\Parcel: 11S OI 0 <^►(� I Property Owners Name: In accordance with Massachusetts DEP alternative system approval letters, the following certification information is required by the Owner of record. The Owner of record must place an "x" in the applicable box next to each line certifying the information. V, Y�es�N\A 2- ❑ I have been provided a copy of the Title 5 I/A technology Approval letters. (15 page Standard Conditions letter and the specific technology letter) ❑ I have been provided with the Owner's Manual _ 2/ -A ❑ I have been provided with the Operation and Maintenance Manual 2 For Systems installed under a Remedial Use Approval, I agree to fulfill my .z responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10) and the Approval 2 For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to . x provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5) L� ❑ If the design does not provide for the use of garbage grinders, the restriction is understood and accepted L� ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify or take any other action: as required by the Department or the LAA, if the Department or the LAA determines.the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303 I , EA ���� �� agree to comply with all terms and conditions above. Property Owners Lprinteqdnme Property Owners Signati4 Date Note: This form must be submitted along with the septic system disposal works permit application for all I\A systems including new construction, repairs\upgrades, with and without aggregate (stone) and with conventional design criteria or credited design criteria. Q:\Septic\IA homeowner certification.doe A [ r eARNS ;A LE LAND COURT REGISTRY DEED RESTRICTION. WHEREAS, Alien P. Halliday,.Trustee of,th. a Pillow Realty Trust, u/d/t dated April �.2, ►n , 2001 and registered with Barnstable County Registry District` of the, Land Court as. q Document No. 834,6.87, of 4.589 Charieswood Avenue, Memphis, Tennessee 38117 c being the owner of 154 Eel River Road, located at. Osterville, MA (hereinafter referred to and being shown as LOT 15 on Land Court.Subdivision Plan No. 3145-3;-and .�. a WHEREAS, Allen P. Halliday, as the owner ,of said. lot,'has agreed with the Town of O Barnstable Board of Health to a restriction as to the number of bedrooms-which can be s currently included in any home 'built on said- loti as apre-condition to obtaining a disposable works' construction permit in compliance with 310 GMR 15:000 State Environmental Cad;. Title` V, Minimum Requirements uirements for the Subsurface Dispose of . Sanitary Sewage; and WHEREAS, the Town ,of Barn stable.'Board of Health,' as a pre.-condition to granting a disposal works construction p permit for a septic system in compliance with 310 CMR r y 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 thisproperty is requiring that the agreement ofor the restriction on the number of betlroomi in any house canstrvcted on the lot be; ,,_ put�on record with the Barnstable County Registry of De6ds by recording this document. NOW, THEREFORE, Allen P. Halliday, Trustee 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: That until such time as a plan for a five bedroom house•is submitted to the Barnstable Board of Health, 154 Eel River Road, Osterville, MA;may have constructed upon said lot a house containing no more than three bedrooms. Upon the submission of a _plan far a five bedfoom house to th.e.Barnstable Board bf Health, five bedrooms will be permitted, and this restriction will be'released by said Board of Health. For title see Certificate of Title No. 161.791. EXECUTED AS A SEALED iNSTRUMENTThI& /DAY OF MAY, 2011 PILLOW REALTY TRUST By: l Allen`P..Halliday,Trustee State'of Tennessee County ofy On this day of May;2011, before me, the undersigned Notary Public, personally appeared Allen P. Halliday, Trustee, as aforesaid , proved to 'me-through satisfactory evidence of identification,_which 'were ,'.ems Gc_-. .sQ 'to be the person whose name is signed on the preceding or attached document, and acknowledged to-be that he.signed it voluntarily for its°sta_tecl purpose, otar ublic � TOMESSEE NO MAY PI LL10 - • ��'!C'.Mt,+4t�SiGN'�:G3CT.�'.I4'f+•= Doc:-vt 1,7 r,252 0.6-_0--1'201.1 3.25 z e-ARNSTA LE� LP"KD COURT REGISTRY DEED RESTRICTION WHEREAS, Allen P,. Halliday, Trustee of 11the Pillow" Realty Trust, u/d/t. dated April -12,. C 2001 and registered with Barnstable, County Registry District of the. Land- Court: as Document No. 834,687, of 4.589 Charleswood Avenue, Memphis; Tennessee 38117' E . being the owner of 154 Eel River Road, located at Osterville, MA (hereinafter referred-to and being shown as LOT15 on Land'Court Subdivision Plan No. 3145-3; and y WHEREAS, Allen P. Halliday, as the owner .of said lot has agreed with the Town of O Barnstable Board of Health to a restriction asAo the number of bedrooms which can be �s currently included in any: home built on "said lot as a pre.-condition to obtaining a r, , disposable works construction permit in compliance with 310 CMR 15.000 State Environmental Cod, Title "V, Minimum Requirements for the Subsurface 'Dispose of Sanitary Sewage; and y n WHEREAS, the Town .of Barnstable Board of Health, as a pre'-condition to granting a. disposal works construction'permit for aseptic system' in compliance with .310.CMR, 15.200, State Environmental Code, Title-V, Minimum Requirements'for the Subsurface Disposal of Sanitary Sewa"e, 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 ofibedrooh s in any house constructed on the lot be put on record with the;Barnstab,le County Registry of Deeds by recordingthis document, t i NOW, THEREFORE, Allen P_ Halliday, Trustee 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: That until such time,as a plan for ..five`bedroom house is submitted to the. Barnstable Board of Health, 154 Eel'River,Road, Osterville, MA.may have,constructed upon said lot a house containing no more than. three bedrooms. Upon the submission ofr-a plan for a five bedroom house to the Barnstable Board of Health, five bedrooms'will be permitted, and this restriction will be released by said Board of Health. Fortitle see Certificate of Title No. 1611k. + EXECUTED AS ASEALED INSTRUMENT THIS -'/DAY OF MAY, 2011. PILLOW REALTY TRUST By Allen P .,Halliday, Trustee � State of Ten nessee. County of �y On this � � day of May, 2011,.beforeme,the undersigned Notary Public, personally appeared Allen P iHalliclaV, Trustee, as aforesaid , proved 'to me. through satisfactory evidence of identification; which 'were e4r ~,s, to be the person whose name is signed:on the preceding or attached document, and acknowledged.,to be that he signed it voluntarily for its stated purpose. atar ublic 23T? lESSE l� 4ra r '? el PUBLIC W cowt�SlGt� `�� ^ � �P� John C. Stephenson Pa ATTORNEY AT LAW I / _^ 336 South Street Hyannis,MA 02601 (508)778-0746 john@johnstephensonlaw.com Fax:(508)778-0318 I yo Dar-: 1 r 1b7 Y 252 06-03---2011 3-25 MBARNSTABLE LAND COURT REGISTRY r r-,, ---I w 1 hp� • A "yr1 DEED RESTRICTION WHEREAS, Allen P. Halliday, Trustee of the Pillow Realty Trust, u/d/t dated April 12, kn 2001 and registered with Barnstable County Registry District of the Land Court as N Document No. 834,687, of 4589 Charleswood Avenue, Memphis, Tennessee 38117 being the owner of 154 Eel River Road, located at Osterville, MA(hereinafter referred to and being shown as LOT 15 on Land Court Subdivision Plan No. 3145-3;and l WHEREAS, Allen P. Halliday, as the owner of said lot has agreed with the Town of O Barnstable Board of Health to a restriction as to the number of bedrooms which can be c = currently included in any home built on said lot as a pre-condition to obtaining a C4 disposable works construction permit in compliance with 310 CMR 15.000 State Environmental Cod, Title V, Minimum Requirements for the Subsurface Dispose of aSanitary Sewage; and a� W IV WHEREAS, the Town of Barnstable Board 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 b Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the �s construction of a single family home on this property, is requiring that the agreement c. 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. I I f I NOW, THEREFORE, Allen P. Halliday, Trustee 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: That until such time as a plan for a five bedroom house is.submitted to the Barnstable Board of Health, 154 Eel River Road, Osterville, MA may have constructed upon said lot a house containing no more than three bedrooms. Upon the submission of a plan for a five bedroom house to the Barnstable Board of Health, five bedrooms will be permitted, and this restriction will be released by said Board of Health. For title see Certificate of Title No. 161791. EXECUTED AS ASEALED INSTRUMENT THIS.- /DAY OF MAY, 2011 PILLOW REALTY TRUST By: Allen P. Halliday,Trustee State of Tennessee County of On this 31 -C day of May, 2011, before me,the undersigned Notary Public, personally appeared Allen P. Halliday, Trustee, as aforesaid , proved to me through satisfactory evidence of.identification; which were ae.•.Ks Gc---m to be the person whose name is signed on the preceding or attached document, and acknowledged to be that he signed it voluntarily for its stated.purpose. �J.�(ttELC.,yc j �( otar ublic 1. .TENNESSEE NOTARY z P�UBLIG AC!COM►AISSION EV.OCT.7,20% I I " ,-......_....... I i � s , ' l i BEDROOM BEDROOM 2 1 f LIVING/ e �1 DINING — 1 RHP. rl KITCHEN °° f GARAGE i i i i 1 1ST L,OOR 154 EEL RIVER ROAD HOI,COMB DESIGNS DAZE 1ST FLOOR PLAN /� � ■ 6,/4/13 A SCALE: + A T � P.D.BOX 2531 Ne�cxetMA 02584 Phones 508 221�162 ►7CA -r: 1 8rr = 1 /err dphokemb@hotnidLcom t yi t i t $Imge S i - s BEDROOM "°Bd z 4 BEDROOM 3 ----i BEDROOM I i " C 2 2ND FLOOR ', 154 EEL RIVER ROAD DATE: 2ND FLOOR PLAN HOLCOM 3 DESIGNS 6/4/13 Phones 509-2214162 lm2 1 Is c��: 1 g�' = 1-0" dpholcomb c@hotmeiLcom i ENG1NB'BR Scj;rgnuLB PE R C 0 LAT I O N TEST 3-2,•DIAM. AOCESS MANHOLES 3-2,'REMOVABLE COVERS Inspection #1: Engineer shall inspect when components of the septic I \ System and the pump chamber mechanisms have been installed. id e• 4. r •��;�y, try i-��at�r::. .r.« - 3 RILL CIga11q 1r Date of Percolation Test: AUGUST 12. 2010 min. r mlrl wet ounce ,<im Test Performed B CARMEN E. SHAY, R.S., C.S.E. t to s•mti auTLR :I I �. I 0•mR T� L 10 y; Excavator. SHAY ENVIRONMENTAL SERVICES, INC. VARIANCE REQUESTED: /^ /'� /^ '� 6 -r •s -7• Percolation Rate: Less Than 2 MPI ® 36" _emm1 1 Results Witnessed B OAVID STANTON (BARNSTABLE B.O.H.) - _ `� t / �.../ � �� ,•-o•min. Y BUOAi COY CALCULATIONS Tank e. 1. REQUEST A VARIANCE TO INSTALL A SEPTIC TANK AND PUMP CHAMBER WITHIN 100 FEET •� �� �,� v� : Test Hole Weij' BUT GREATER THAN 50 FEET FROM WETLANDS ASSOCIATED WITH PARKERS POND .•..r+�T•)'+v,^+."tS°�-►,�•7'�.,-r,,.-'�j.; .• •1,.`••:. ,.. r Y' •(•• ::.•. .• v; . ' .. .... .... �"•''I Test Hole Test Hole Test Hole t �ht of Septic Tank: 21,2,.30 lbs. 2. REQUEST A VARIANCE TO WORK WITHIN THE 100 FOOT BUFFER ZONE OF PARKERS POND +o•�• s'-e" No. 1 No. 2 No. 3 No. 4 Wel�ht of Soil Above Tank 18, 191 lbs. DOUBLE STAKED HAY BAILS AND SILT FENCE HAVE BEEN PROVIDED TO PROTECT THE RESOURCE STEEL REINFORCED PRECAST CONCRETE CROSS SECTION END-SECTION DEPTH SOILS ELEV. DEPTH SOILS ELEV. DEPTH SOILS ELEV. DEPTH SOILS ELEV. Toil Weight Down: 39,421 lbs. 3. REQUEST A VARIANCE TO INSTALL A PUMP CHAMBER GREATER THAN 3 FEET DEEP. PLAN VIEW SEPTIC TANK SHALL BE FACTORY CONSTRUCTED OF SOUND 0 12.00 o ELEV. 0 14.00 0 14.00 AN H-20 PUMP CHAMBER HAS BEEN PROVIDED. DURABLE WATERTIGHT MATERIAL AS PER T17LE V CODE 15.226. Loamy Sandy Sandy Loamy We' ht of Water Displaced. 2,829. 1 lbs. Sand Loam Loam Sand a p 4. REQUEST A VARIANCE TO INSTALL AN SAS GREATER THAN 3 FEET BELOW GRADE, CENTER ACCESS COVER OF SEPTIC TANK TO BE 10 YR sy: +o>R 3/2 A VENT PIPE AND H2O LEACHING CHAMBERS HAVE BEEN PROVIDED. TYPICAL 1500 GALLON H-20 SEPTIC TANK RAISED WITH THE APPROPRIATE RISER TO WITHIN 10 YR 3/2 10 YR 3/2 * to Ballast Re Required For Se tr'c Tank 0'-12" Ar 11.00 0"-,0' Af 11.17 0"-12" Ar 13.00 0"-8 Ar 13.33 q l� 8" OF THE EXISTING GRADE AS PER TITLE V. NOT TO SCALE THE ACCESS COVERS FOR THE SEPTIC TANK, Loamy Amy Loamy Loamy DISTRIBUTION BOX AND LEACHING COMPONENT Sand Sand SET DEEPER THAN 1 FOOT BELOW FINISHED Sand io YR s/e io YR sd 10 YR s/6 101�'/° Weght of Soil Above Tank L x W x Ht. of Soil/27 cu ft per yard X 3,000 /b per cu yd NOTE: TANK TO BE FACTORY WATERPROOFED PRIOR TO SHIPPING. GRADE�GRADE. RAISED TO WITHIN 12" OF 12"-30' 8, 9.50 1W-36' Be 9.00 12•-30' 8, 11.50 a"-30" Be 11.50 We�ht of Soil Above Tank ((5. 67 x 10.5 x 2.75)127) X 3,000 Medium Medium Medium eenI m ON ALL OUTLET TEE ENDS Sand Sand SM 4 z6�iRn�/4 We�ht of Soil Above Tank 18, 191 lbs. INSTALL TUTLET T GAS BAFFLES OR EQUALS 26 YR 7/4 2.3'A! 7/4 26 / 30"- 132 1.00 38'- 120 2.00 30"-,32 3.00 30"- 120 4.00 ALL OUTLET PIPES FROM THE Wight of WATER = L X W X Ht. of Water = cu ft of water X lbs per cu/ft water SETLEVEL DISTRIBUTION BOX SHALL BE ,2" CONCRETE COVER SET LEVEL FOR AT LEAST 2 FT. Wight of Water ((5.67 x 10.5 x 0.75) X 63.36 lb Water per cu ft ' 8 - 5' OUTLET -' TS Wight of Water = 44.65 cu ft water x 63.36 lbs./cu ft 2829. 1 lbs water KN0�C011 r-.•°�� J:}. r OUTLET 12" INLET BUO ,NCY CALCULATIONS Pump Chamber Pere 11 0TP1 Pere 2 0TP2 t5.5' Depth to Pere: 36' to 54" Depth to Pere: 30" to 48" Weight of Pump Chamber: 14,500 lbs. t.75" Pere Rate-Less Than 2 MPI Pere Rate- Less Than 2 MPI Weight of Soil Above Pump Chamber 17, 173.3 lbs. PLAN-SECTION CROSS SECTION Groundwater Not Observed Groundwater Not Observed No Observed ESHWT No Observed ESHWT TOta/ Weight Down: 31,673.3 lbs. ADJUSTED H2O Elev. _"None ADJUSTED H2O Elev. = None 6 HOLE DISTRIBUTION B 0 X - H 10 Weight of Water Displaced: 3,794.76 lbs. NOTProvide-Risen. _ ACOM MAMdolo * No Ballast Required For Pump Chamber 2-20• EECOVERS to grin INLET Pump__ coverChamber cover MANHOLE COVERS WITHIN to grade aid OUTLET cover to e•OF FINISHED GRADE. finished grade RESTORE TO FINISWO GRADE ELEV. �•,]ii' '�L•.YWr:fL"�is:.it ' •L:t` Room Weight of Soil Above Pump Chamber = L x W x Ht. of Soil/27 cu ft per yard X 3,000 lb per cu yd Weight of Soil Above Pump Chamber = ((4.83 x 8 x 4)/27) X 3,000 THE ACCESS COVERS FOR THE SEPTIC TANK. 9 INLET INVERT LIFT oLa CHAIN ti J ` J 71 Weight of Soil Above Pump Chamber = 17, 173.3 lbs. DISTRIBUTION BOX AND LEACHING N G"OF �T� __O�UTLyE�TE INVERT ELEV.- Z 7o SGRADE SHALL BE ET DEEPER THAN 6•BELOW FINISHED 3rFREEZE PROTECnO+O CHECK VALVE ^ ,r,--. FINISHED GRADE. RAISED TO WITHIN 6' OF 2" SWING CNECK VALVE-R.V.C. STEEL REINFORCED PRECAST CONCRETE Weight of WATER = L X W X Ht. of Water = cu ft of water X lbs per cu/ft water �' PLAN VIEW Weight of Water = ((4.83 x 8 x 1.55) X 63.36 /b Water per cu ft 51' 2T �3-u•"° "Ce1 r Weight of Water = 3,794.76 lbs. „ e.4• 16• na r raw edn e.wnrtc ,IJr ruDOR PUMP CHAMBER ELEV.-1.3 11, ountr _.-------- f, ., •� to i of 3/4 - 11/2 SW" b ' %'T tie dmVIA Y PUMP DETAIL Not W Soak r-o• `-� NOTE: PUMP CHAMBER TO BE FACTORY WATERPROOFED PRIOR TO SHIPPINGCR05S-SEC°TION END-SECTION - DeSIQn Calculations PUMP NOTES & SPECIFICATIONS 1000 GALLON H-20 SEPTIC TANK USED AS PUMP CHAMBER NOT TO SCALE r. I Number of Bedrooms: 3 Equivalent to 330 Gala/Day (330 Gal./Day Min. per Title V) � _ _ r 1. PUMP SHALL BE INSTALLED IN STRICT COMPLNNCE NOTE' PLIMP, CHAMBER TO BE FACTORY WATERPROOFED PRIOR TO SHIPPING. "Number of Bedrooms DESIGN: 5 Equivalent to 550 Gal./ ayl mAT=OWNERS REQUEST - • IiL4 MAHUFACIURER'S OF AV IBLE SI. I Garbage Grinder r No • . 2. AIARM SHAu coHSlST OF ALIDitrcE SIGNAL et Leaching Capaclfy Proposed: 330 Gal./Day Minimum (550 GAL/DAY AT OWNERS REQUEST) D P0�ED LIGHT SEP�71F CRCUff ALLED rFROMwtOrNc P2,JA p i_E ',�gCALGI ILA T/0/vS j Septic Tank 2 x 330 Gal./Day - 660 USE NEW 1.500 GAL. Septic Tank. _ cracwrs ,m PUMP _ SOIL ABSORPIION AREA: Using percolation rate. of <2 min./inch 550 C LONS , �` �''.- � .`,.50 CrILLONS/, DOSF.3i-73?5 f' LONS%1:USi' Bottom, Area:,, 0.74 gal/sq. ft. x 744.98 sq. ft. _, 551.15 gallons 1,32 - E/w o/D-Box in Sidewall Area: •NOT USED ` °• s •, � � Providing: = 551:15rvga11ons � " " '' r 1:3', Elevation of Bottom of Pump Chamber s ' � . r FLOAT LOCATION CALCULATIQN� , LIe: 5 ROWS OF HIGH CAPACITY H-20 CHAMBER UNITS WITH NO t ,;t1.J? (-1.3) 1262' Static Hood 5 - STONE FOR AN SAS HAVING TH`E DIMENSIONS: 16,167' x 31.5' 137.3 f Bottom / 7.48 GALer 8 1d.:d Cu Ft DYNAMIC HEAD *�•;. Anro of Bottom o/Chamber � 8'x 3' - 40 Sq. ft. •� +h Bottom Area: (General Use Approval for 4.73 SF/LF of INFILTRATOR Height of water for one Do** (H) la38 Cu. Ft. /40 Sq. Ft. Friction Head For J'SCH 40 PVC frpe 5 UNITS + 2 END CAPS per ROW - 31.50 FT H - 0.46 Ft - 5.32 INCHES 010 GPM - 0.005 Fr./foo Ft. 5 ROWS x 31.5 x 4.73 SF/LF - 744.98 Pump On - 12.75" 030 GPM - 0.61 Ft/100'Ft. ?o Gould �h�:887(WS0311BF) Pump DESIGN FLOW PROVIDED: 0.74(744,98 S.F.) - 551.15 GPD Pump OM - 7.2• 0100 GPM - 0.40 Ft./100 Ft. 1/2 HP 2"Solidi HandlNg Alarm 24.0' Totai Dynamic Head - 1 J 02' O 100 GPM OR EOWALEUr THE PROPERTY LINES AND WETLAND LOCATION ARE P F AN T EXISTING CESSPOOLS TO BE PUMPED DRY & COMPILED FROM THE SURVEY PLAN ENTITLED PROFILE OF SEPTIC SYSTEM REMOVED TO FACILITATE INSTALLATION OF NEW SAS GENERAL NOTES SUBDIVISION PLAN OF CHARLES A. BUTLER, IN OSTERVILLE MA NOTE: THE STRIPPED OUT SOIL CONTAINING LEACHATE DATED NOV. 4, 2000 BY BAXTER, NYE & HOLGREN, INC. PLAN BOOK 563. PAGE 3 FROM THE EXISTING CESSPOOLS TO BE DISPOSED AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 40 1. and protection Contractor is responsible for Dind u notification IT SHOULD BE USED FOR NO PURPOSE OTHER- THAN and protection of all underground utilities and pipes. OF AS PER BOARD 0 2. The septic"tank a distri ution box shall be set *NOTE.• INSTALL TUF-77TE GAS QAFFLES OR EQUALS ON ALL OUTLET TEE ENDS F HEALTH SPECIFICATIONS. THE SEPTIC SYSTEM INSTALLATION. - level on 6 of 3/ -1 1p2 stone. 3. Backfill should be clean sand or grovel with no _ stones over 3" in size. LEGEND m 4. This system is subject to inspection during installation -o 40 by CARMEN E. SHAY - Environmental I 5. The contractor shall install this system in accordance DENOTES PROPOSED o with Title V of the Massachusetts state code, the approved plan 88X0 O and Local Regulations. SPOT GRADE = 6. If, during installation the contractor encounters any NOTE: PUMP CHAMBER TO BE FACTORY WATERPROOFED PRIOR TO SHIPPING. -° 20 soil conditions or site conditions that are different DENOTES EXISTING E 104X46 SPOT GRADE °c from those shown on the soil log or in our design ,. installation must halt & immediate notification be OUTLET OF TANK COVER AT FINISH GRADE OUTLET OF PUMP CHAMBER COVER AT FINISH GRADE made to CARMEN E. SHAY - Environmental wrtH H-20 CAST IRON COVER SECURED WITH H-20 CAST IRON COVER SECURED Finished grade over ayetem-2X elope away m CONCRETE CAST IRON RISER. TO CONCRETE H-20 RISER. PL PROPERTY LINE ° 7. No vehicle or heavy machinery shall drive over the H-20Provide'Risers if necessary VENT PIk(O Least 24 inches tall) PROVIDE EFFLUENT TEE FILTER to bring D-Box cover Schedule0 PVC w/Charcoal Odor Filter 10 septic system unless noted a3 H-20 septic components. ZAB0. MODEL A1800 within V of finished grade MANIFOLrrOGETHER ALL FIVE ROWS TO VENT A PROPOSED CONTOUR 8. Install Tuf-Tito gas baffles or equals on all outlet tee ends. OR EQUIVALENT W/Gas Baffle BOX-DB6- H-10 97- -- - - -97 EXISTING CONTOUR 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. 10' min. from Provtd. Risers / EXIST. Howe house to septic tank Provide Risers tt necessary \ ow SAS- ISs to 13.0 10. All solid piping, tees & fittings shall be 4" diameter to Orin Septic tank coven to bring INLET Pump Chamber cover \ LE & pipes g J TO finis ed rode d OUTLET 11 Schedule 40 NSF PVC I es with water tight joints. ' s• i/8 per foot 4"rc(CAPPED)1NSRECTiaN PORT ra eE ® PERCOLATION T 0 20 40 r,D 80 100 120 140 11. Municipal Water is Available And All Houses Within 150 Feet 9 to flnahed grade cover to - DEEP TEST HO EST LOCATION 3 Maximum Cow . WSLLED AND TO BE 1NTHIN ° OF GRADE s i 1 Level for 2' .--♦ a ci - US G.P.M. are Connected. A,ot s ,/e..per foe FORCE MP�N M STOCKADE FENCE C pa-ty EXIST. PIPE t t p_ FRQt EXIST. � '� 11;5 35 II g FDUNDATIQi u7 5t II E 3a16 N 1�o GALLON BeA REVISIONS P 0P0SED 1,500 GALLO po pt MONOUTNIC o q S ROWS OF 5 UeI AT 6.23'/ NIT+ $END CAPS 31.80'CONCRETE FOUNDAMON Il ONOUTH/C SEf a7C ' cV O > Bottom t Leach Facility Efev.- 10.00 "_D ri PUMP PREPARED �.0 Fuu FOUNDATION > TANK H-20 > c iu � � • . � $ � H-20 N C Bottarwr rat Hae 1 aw.- 1.00 R . 8' OF 3/4"-11/2" STONE q 8+ OF 3/4--11/2' STONE 8' OF 3/4--11/2- STONE SUBSURFACE SEWAGE DISPOSAL SYSTEM v c PUMP ESTABLISHED VEGETATIVE COY£R BACKFILLmym - CHAMBER c (NATIVE OR PERC BAND)"° N 0. D AT E: DEFINITION OF SYSTEM PROFILE . :,.,•: r. .<x y 4-:•.. ��. 1 12 1 1 Per David Stanton 154 EEL RIVER ROAD WA• w �i 'G•' �� •:'ft! . h.„dV' M 1I t•' r�tr :id '�'• �': y'•ti+y.,pl+,�.".il'-'•ti",•�y.. �' '"S'J b� �''f a,�, 1•�•.'tt�t�7 .�ti.�.;t. ,i* 51 otii!• "y yr. �?! _�+.+� �•,t''c ;,1., Li:t S h..r.y'�j`I»� 1�w � ..�t t:, •' OSTERVILLE, MA 02655 NOTE: TANK TO BE FACTORY WATERPROOFED PRIOR TO SHIPPING. * i'=�"'�1`•�.o�'y�U;ws•`"��'", �"�t �"t 's` +"I' ', � �}T'►� ' �h`' 'Ut;r-^�''h^ �"�"'�"z"`f�` ^�k�' _ a�.J•r.��5 .:.�'Wt:r,11t•i �{„1�" t, �.;,'S�,';ti�+i"yt'r'i:�r4,h,.r�y,j4i ,�,�.,t'TT,phy �:�,�.. ,., :•_, y4��; PILLOW R EA LTY TRUST NOTE: PUMP CHAMBER TO BE FACTORY WATERPROOFED PRIOR TO SHIPPING. TOP OF UNIT ELEVATION 11.44 ,�T�,,�•r ,,, ,��,,,},u rr„I,rn ,., w�, ,t�,t,,,r.f,,ti,K•p!{ d • +�.-, 'r`S 1+� ASSESSORS MAP - 115 PARCEL O10 001 rKkw t ., y�1`�,���,���•..� u �.'y;`k �i.'sr � ' a ye,�S. �,- ,,�;.4�ku• #2 3/2 8/1 1 Per David Stanton , �;*•� .,�- r'T•t' ,.. ��� °�`.1,� ��4` ., r� •�"�° ►,a'` � "1 ;i, PREPARED BY: INV. ELEVATION - 11.00 •��• ; >4r, �' "�(` {' :�� A L L E N P . H A L L I D AY, TRUSTEE �V1 OF h'l ' ^ti.' .;J. �,r•, �� �i Hy,t.y v ;fie ..�•, .--, t BOTTOM ELEVATION - 10.08 �:{' 'I- M' to CA RMEN E. SffA Y 3 4/1 /11 Per David Stanton 212 MARY ANN DRIVE ENVIRONMENT�4L SERVICES, INC. s'MIN ABOVE BOTTOM OF '• • EXISTING SUI ABLE MATERIAL r TEST PIT OROMMWATER a s 4 27 11 Per Board Hearin MEMPHIS TN 38117 F�° ��° is5 ASHUMET ROAD F. WILITE 16.18 4 / / 9 F `�1 S Y C. ADJ. GROUNDWATER a ELEV. 1.00 (Assumed) `�.r� � MASHPEE, MA 02649 '•' F> c❑IL ABC❑RPTI❑N SYSTEM (SECTI❑N) NOTE: CHAMBER ROWS TO BE SEPARATED 6 APART and rows to be packed BOTTOM OF TP-1.: = ELEV. 1.00 HIGH CpACITY INFILTATROR (H-20 LOADING)/ GEDRGE O'BRIEN TEL�FAX : 508-539-7966 WITH Clean Sand over the effective height of the chambers.. (OR EQUIVALENT) SCALE: 1 "=20' DRAWN BY: CES DATE: FEBRUARY 8, 2011 NOTE: EFFECTIVE DEPTH OF INFILTRATOR IS 11' NOTE: OVERALL HEIGHT OF INFILTRATOR IS 16' PROJECT#SD-1203 FILENAME: SD1203PP.DWG SHEET 2 OF 2 NOTE: CHAMBER ROWS TO BE SEPARATED 6 APART and rows to be packed BNCINEa1t s INSPFCTION SCEBDULB Inspection .#1: Engineer shall. inspect ,when components:.of the septic.. e." ' I WITH Clean Sand over the effective height of the chambers.. - I O CID System and the pump-.chamber mechanisms have been installed. ^ O Jam' 28 _ II Ti ` I }. S 88D _ I co ----__ 398.79 / 7' u ► I \ 24.6i / - �- ST-HOL-E'., 4 VARIANCE REQUESTED: VenRVC ` . 1 0 \� 1 ----FROM WETLANDS --__ " 1. REQUEST A VARIANCE TO INSTALL ASEPTIC TANK AND PUMP.CHAMBER WITHIN 100 FEET !` `N\ <\ Pipe _.— F \ \ \ J - .. 2. BUT GREATER AR THAN VARIANCE°0 WORK°WITHI,TTHES ASSOCIATED WITH TBUFFER ZONE OFS ARKERS POND V,' DOUBLE STAKED HAY BAILS AND SILT FENCE HAVE BEEN PROVIDED TO .PROTECT THE RESOURCE --- ---------- \ RESERVE AREA \ \ - �� - 3. REQUEST A-VARIANCE TO INSTALL.A-PUMP CHAMBER GREATER'THAN-3 FEET DEEP: \ I t 67 D Box ``\ \` AN H-20 PUMP CHAMBER HAS BEEN PROVIDED. I / / \ \ \ - i ` SOS /'�- l�: --`' \ 4. REQUEST A VARIANCE TO INSTALL AN:SAS GREATER THAN 3 FEET BELOW GRADE, q s LOTS 15 & 15A / / \ \ *51 `� 100 8UFh- 1 TIRI+'I~'OR 1 - \\ � A ENT PIPE AND H2O 'LEACHING 'CHAMBERS HAVE BEEN PROVIDED. I O ca oars Fact + - / � `\ \ FROG / \\ �R RO T�S�-htOL€ 3 TEST HOLE #2 �- --- '---- c� 74,985 Sq / / i �\ VFFE \ M ` �LEV.= 14.0 \� Y • i i \\ ,�00' 8 \\ `\\ w�r :. ELEV.- 12.00 TsS)- iQLE #1 , 10_ I \ EFL .= - ---------------- EXISTING \ r S1' r ` ' ' _ _ - DOUBLE �$ED HAY } W --- __----- _ T SHBD 1 , _QA `F N ' ' 100o GALr-6N \ILS & SIL E \CE I 1 I \ ��� -_� .-PUmp Chamb4r ��..- ., � `\ \\ \ \\ i 1500 GALLON -._____ \ ---- --- TIC TANK 10, _ ___ _ , Mar►ici� HAY m aD l_. � ne DOUBLE �AktED j SEPTIC QeL '�eter-b - ---______ --- -F, p.__ ic' I er- �' er-sine— � . BAILS & SILT Ff E O • ��� `\ ` Q ne— — — - — — DRNEWAY ---------f--------- ___-______ .6ry' ` -'---------------- , i 97.89 / -----------45 �� - - EDGEOF WETLAND\ ; r 3 \ —_Z4 zoo I �° " `` ,^ Y 1 8„ I ;S 85D 42�� 45 �' 83D 47' w n� i i S 7gD 47 U i 8 D 13' 49" E I 6 — °' ',� ,® ,, . • • PAVED co DRIVEWAY : \ \. 24- INCH MANHOLE- - TO GRADE � ' \ \ \1\' \` AND CLEANOUT DUE- TO RUN zv IN EXCESS OF 100 FEETJi FO \\N 0 - , , r• �y. , , EXIST. r O ' r f )\"Y �> ' �,�'• •`\ � Failed Ce spool 1 I I Z \ \ 1 I, �•4 \\ . I - �` _ ASSESSORS MAP - 115 '`PARCEL: 010/001 E XISTING \ Parker 2 BEDA00M c REVilSIOf S 0 0 ; I , 25.00, Pond -HOUSE ; N0. DATE: DEFINITION y # 1 3/12/11 Per David Stanton t . \ \ 1 i � Lj ct w `\\ \ro _/ Per David Stanton \ ----�4;-- _ o. Parker _ - 3 4 1 11 Per :David Stanton PROJECT BENCH MARK p / / / � Failed / �. Cesspool � � oo Pond TOP OF FOUNDATION .\\ i #4 4/27/11 Per Board Hearing 23.p0 - Parker zo.00' Pond EXISTING CESSPOOLS TO BE PUMPED DRY & THE PROPERTY LINES AND WETLAND LOCATION ARE REMOVED TO FACILITATE INSTALLATION OF NEW SAS COMPILED FROM THE SURVEY PLAN ENTITLED P P SUBDMSION PLAN OF CHARLES A. BUTLER, IN OSTERVILLE MAI P R O O 'S E D '�', DATED NOV. 4, 2000 BY BAXTER. NYE do HOLGREN, INC. r • NOTE: THE STRIPPED OUT SOIL CONTAINING LEACHAT PREPARED FO r c PLAN BOOK 563. PAGE 3 FROM THE EXISTING CESSPOOLS TO BE DISPOSED AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN SUBSURFACE SEWAGE DISPOSAL SYST E M IT SHOULD BE USED FOR NO PURPOSE OTHER THAN OF AS PER BOARD OF HEALTH SPECIFICATIONS. THE SEPTIC SYSTEM INSTALLATION. OF LOCUS MAP LEGEND # 154 EEL RIVER ROAD West Bay Rood OSTERVILLE, MA 02655 Bexo DENOTES PROPOSED PILLOW REALTY TRUST ASSESSORS MAP - 115 PARCEL: 010 001 o SPOT GRADE *."_ ''' ALLEN P . HALLIDAY, TRUSTEE =x >L, PREPARED BY: Parker � DENOTES EXISTING r;+ r,4)?ffE1V �j Y 104X46SPOT GRADE ;G 1:" �'`° E. SHA Pond W 212 MARY AN N DRIVES �:.. PL PROPERTY LINE }� ENVIRONMENTAL SERVICES, INC. C i` PROPOSED CONTOUR M EM P H I S TN 38117 4` RFyO, ����a 185 ASHUMET ROAD ' MASHPEE, MA 02649 " SANI7AR w 97- - - -- -97 EXISTING CONTOUR �-,� �,• L`' ° TEL/FAX : 508-539-7966 ow°y R° ® DEEP TEST HOLE & - Noth PERCOLATION TEST LOCATION SCALE: 1"=20' DRAWN BY: CES DATE:` FEBRUARY 8, 2011 •--1 STOCKADE FENCE PROJECT#SD-1203 FILENAME: SD1203PP.DWG SHEET 1 OF 2