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HomeMy WebLinkAbout0488 EEL RIVER ROAD UNIT #A - Health 488 Eel Rivert'dad t Osterville ° 'A = 114 -'063 : i From: "Cerutti, Joseph (DEP)" <Joseph.Cerutti @state.m a.us>. Subject: UIC registration Barnstable_488 Eel River Road Date: January 15, 2010 4:49:58 PM EST To: Michelle Desmond <michelle@desmondwelldrilling.com> Cc: "JHarrison@turnerbuildingscience.com" <J Harrison @turnerbuildingscience.com>, "johnc@cannistraro.com" <johnc@cannistraro.com>, "health @town.barnstable.ma.us" <health@town.barnstable.ma.us>: Hi Tom and Michelle, I'm writing to provide you with MassDEP Underground Injection Control (UIC) registration number MAS41A010212-5C2 for the installation of one open-loop ground source heat pump (GSHP) return well at the private residence located at 488 Eel River Road, Osterville (Barnstable). The ground-loop portion of the GSHP system will consist of one dedicated supply well and one dedicated return well. The. well driller for this project will -be Desmond Well Drilling, Inc. The system installer for this project is to be determined. The applicant shall notify the MassDEP UIC Program of the name and contact information for the installer once that entity has been selected. The system designer for this project is Jeffrey J. Harrison, PE, Turner Building Science, LLC. This approval is only for the installation of the GSHP,return well and is not an approval for system start-up. The installation of the supply well does not require MassDEP approval. Prior to receiving system start-up approval MassDEP requires that groundwater laboratory analyses be completed and submitted to MassDEP on a raw water sample collected from the supply well and a post heat pump sample analyzed for coliform bacteria. See the Guidelines for Ground Source Heat Pump Wells for a list of the required laboratory analytical work at the following web site http://www.mass.gov/dep/water/drinking/uic.htm (3rd item on the main column). Given the proposed well location and the proposed construction in the sand and gravel aquifer you may omit the radiological testing requirements (gross alpha, radium, and uranium). ' You may submit the laboratory results in stages. For instance, you may wish to submit.the raw water analytical results prior to the installation of the heat pump equipment to make certain that the well water is approvable as ..-," a groundwater discharge. If the raw•water`results are'acceptable you could then ' install the equipment and collect the post heat pump water sample for bacteria analysis. The ground source heat pump system shall be installed with an automatic system shut-off device in the event of significant pressure loss in the refrigerant system. The heat pump discharge to the well shall not contain any chemical additives (i.e. water softening chemicals or corrosion inhibitors). The GSHP system shall also be installed with automatic shut off controls in the event that the return well is at risk of overflowing or pressurizing (as-the potential result of Tong term build up of blockage of the well screen). Once the installation is complete, the system.designer shall complete one of the following: • If the system was installed as designed, .the system designer shall send a letter to MassDEP UIC Program, 1 Winter Street, 5th Fl., Boston, MA 02108 indicating that the system was installed as designed and shall submit a copy of the well completion report that was sent to the MassDEP Well Driller Certification Program and local Board .of Health (including latitude and longitude of the well location). • If the system was not installed as designed, the system designer shall submit a BRP WS06e modification registration form with the above referenced UIC registration number, completing only those parts of the form that were changed, including any revisions to attachments such as design plans or specifications. A copy of the well completion report that was sent to the MassDEP Well Driller Certification Program and local Board of Health (including latitude and longitude of'the well location) shall also be submitted. Please be aware that the .issuance of the above UIC registration number only indicates that MassDEP's UIC Program has received the information that we have requested If you haven't already done so, you shall submit a copy of the application package submitted for this UIC registration to the local board of health. There may be other local permits, ordinances, or regulations that apply, including but not limited to board of health permits for well installations and Building Department regulations regarding trenching work. MassDEP understands that the well will not be used as a source of drinking water. Please be aware that if the well is to be used as a source of drinking.water in the future it would require an approval from the local board of health. The issuance of a UIC registration number by MassDEP does not supersede the requirements of any other state or local regulatory entity. This email has been copied to the local board of health. Joe Cerutti Hydrogeologist MassDEP 1 Winter Street, 5th Floor Boston, MA 02108 617 292-5859 fax 617 292-5696 TOWN OF BARNSTABLE F� LOCATION y�`a �@� R;v-er- _ SEWAGE #c?"O� 1s0 VILLAGE ®Sfew `�� ASSESSOR'S MAP & LOT `0 6 INSTALLER'S NAME&PHONE NO. o yo 577,e262 SEPTIC TANK CAPACITY /r__6,0:2 LEACHING FACILITY: (type) (size) la Xfo 3 x c? NO.OF BEDROOMS 7 BUII.D OR OWNER PERMIT DATE; 7-16 - O! COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by P � s 1 � y 1q, -.� �- No.- ---- Fee-=----- --- BOARD OF HEALTH + TOWN OF BARNSTABLE DESMOND WELL DRILLING, INC S RAYBER ROAD,BOX 2653 ORLEANS,MA 02653 Applicat ion-forVerr �lCootructionpermit ORL (508)240-1000 App ication is hereby made for a permit to Construct (Alter ( ), or Repair ( )an individual Well at: " -�8�_..�,�(.. Location — Address Assessors Map and Parcel jb y at Owner Address —---------—----------------—--------—------------------- ---------------- .Installer — Driller Address Type of Building Dwelling /—_—_ —--- —--- -- Other - Type of Building-=------------- No. of Persons------,----------------------- Al A/c, S (' -i'6SCttFs►� c_ �� � t' Type of Well Capacity—_-- -t - p M —---- — -— Purpose of Well- _---_—_ /clb q-. oT"L,C 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 untin Certificate of Compliance has been issued by the Board of Health. ,� Signed !at 16cl - ,, / date Application Approved By �— °—12—S ---- 2a. date Application Disapproved fo he following reasons: ----------------------------------------- date Permit No. 2 0 0 q- 0 3 -- Issued---- �( 1_ o`, ----------------- date 3 BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (- rAltered ( ), or Repaired ( ) by— DERMONE)WELL--IL-L71t1D-f I�`:_! lnstaiier ---- — --- ------- ------ --- 5 RAY ROAD,BOX 2783 at-- 10 ORLEANS,MA 02653 M3 E,04-k� has been installed in accor inl a 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 DatedTHE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE - -- Inspector-------- - --- ---- ---- l/l/ 2 v07 -G 3 3 i i L/, No.------------------ _ Fee BOARD OF HEALTH TOWN OF ' BARKSTAB LE 2pplication for Vell Con0ruction'i3ermit Application is hereby made for a permit to Construct (ate , Alter ( ), or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel /5`T`IZa4�ZU-T2 lri�L�t=SL 01'4 o'D `f et Owner Address — -- Installer — Driller Address Type of Building Dwelling----•---------- -- - -___-- Other - Type of Building-----_-__-______ No. of r Supw Type of Well------ _---.----____.__� Capacity- Purpose acit - Purpose of Well.---- A f f't-----_--__-___-_---� 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 untiltI Certificate .of Compliance has been issued by the Board of Health. Signed • l--- - l a 1 ®y r date Application Approved By date Application Disapproved fo✓he following reasons: - -- ---------------------=--- - ---- date Permit No. Gn 0 O - G 3 -- Issued---- 22 -� ------- -- r date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed (✓Altered ( ), or Repaired ( ) by 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 -u- ? "Q??-_Dated 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 Cootructiori3permit No.-�SODS-p3 3 Fee------ - -'--' Permission is hereby granted to Construct (Alter ( ),,or Re air ( ) an Individual Well at: Street as shown on the application for a Well Construction Permit •. 1-A-) - cri - Dated------- -:. =-- 1 12,S DATE Board of Health n�-c /oIda :41J Z4( GCS i � . i °Ft"E T Town of Barnstable Regulatory Services Barnstable 9�MASS. * Thomas F. Geiler, Director 039. Public. Health Division ' I AlED��A Thomas McKean, Director 2007 200 Main Street Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 August 3, 2012 Gail A. Canzano RE: Underground-Storage Tank 36 Commerce Way 483 EEL RIVER ROAD, Woburn, MA 01801 OSTERVILLE Map/Parcel: 114018 Tank Number: 1' Tag Number: 713 ORDER TO REMOVE UNDERGROUND TANK The Public Health.Division (PHD)records indicate that a one-thousand gallon underground storage tank was removed from 483 Eel-River Road, Osterville, on November 9, 1990. However records also indicate that the issue of the removal/existence of a two-hundred and fifty gallon under ground storage tank, installed in 1968 has not been resolved. This second tank exceeds thirty years in age and shall be removed as required by the Town of Barnstable Code Chapter 326, Section 3, Fuel and Chemical Storage Tanks. Therefore, you are ordered to remove this tank within sixty (60) days from the date of this notice. Upon completion of the tank removal and within ninety (90) days of receipt of this notice, please submit to-this office a copy of the permit for storage tank removal issued by your local Fire Department. This permit is required to be obtained prior to the tank removal. This copy of the removal permit serves as documentation that the underground storage tank was properly removed and disposed of. . Should you be unaware of the existence of the above mentioned tank or its possible previous removal, an independent third parry (i.e. oil company,,tank removal company, or environmental services company) may be able to assist you in physically locating and/or verifying the current existence of the tank. You can also contact your local Fire Department for a possible historical record of the storage tank removal permit. i Q:\Hazmat\Underground Tanks\483 Ell River Rd 30 yr July 2012.doc Should you be unable to provide a copy of a Fire Department tank removal permit, a written document from an independent third party is required within ninety (90) days of receipt of this notice as verification that the tank had been removed and/or does not exist. You may request a hearing provided that a written petition requesting same is received by the Board of Health within ten (10) days after this order is served. Per Order of the Board of Health Thomas A. McKean, PS, CHO Health Agent QAHazmat\Underground Tanks\483 Ell River Rd 30 yr July 2012.doc y No. 1 �. N 04 Fee M THE COMMONWEALTH'OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIpphration for �Dtgoal *pgtem Con0tructtou Vermtt Application for a Permit to Construct(,Repair( ) Upgrade( ) Abandon( .) ❑.Complete System. Individual Components Location Address or Lot No. epti Owner's Name,Address and Tel.No. -Sb�Xr C. Cq.,0 SN'r4- 71 VW hh4WGoa &Y to Assessor'sMap/Parcel II ri-b(e3 e tic w1►4 07-48 Installe Name,Address,and Tel.No. Designer's Name,Address and Tel.No. J. C. A4"lA Co.,S f �v1;v4n cRnp�r.eef�J 33 9 o ue-1 016 Typerof UWN dmg: z Dwelling No.of Bedrooms 7 Lot Size 1,2 OtLkQZ5 sq.ft. Garbage Grinder (414 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 770 gpd Design flow provided 751 gpd Plan Date 61-vcy-,Z`I,ZeV3�j 1 Number of sheets Revision Date - �_� �� `0_7 Title Si1C %,c, l?foeo�c sa*rj­ttY eQ s Size of Septic Tank 2=0 t!4k%!7\ Type of S.A.S. 7_ God (c;o\\ Description of Soil S00 gr�, )a V,,N °' 85150 Nature of Repairs or Alterations(Answer when applicable) Re_\ocgt c ?6rnto Ch��.1�_� ► .tie c� �rnds� WVV,,V th ZO04- "3So 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 ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signe Date t:2�/9 y Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. 4k3\ ———Date Issued -_— ——————————————————— — ———————————-- 'i� .^-yX.� ^.. •���,y.'ti--L i^ �,.,�,.,.. ....-.w .f.Iry ^.-sr•.•;�,.+...m+tv,r.«.,u!^n.h-.,- ...srra..a^.-.",.�„frt',.•..•,+v.'Sb""f. 'iw_. No. - i / ( o�' Fee r �?p tHE COMMONWEALTH OF�MASSACHUSETTS-` Entered in computer: < .:#�&� sY. 1 �.:;.�r Yes PUBLIC HEALTH DIVISION T® N.OFBARNSTABLE, MASSACHUSETTS f• s ' appuratton for �Dtgonl *pgtem Conotru_ctton Permit y Application fora Permit to Construct('Repair(O Upgrade( ) Abandon( El.Complete System U Individual Components Location Address or Lot No. Ee- 1J� �O`` r �g. � � r � Owner's Name,Address and Tel.No. 5 to . Assessor's Ma /Pazcel � _ � tJ n yj4woodl �v'� � p II ( br63 Ve e k. ►�►�l4 o7-43 Installer.s-Name Address,and Tel.No. } �/S�j j Designer's Name,Address and Tel.No. l'� QaC 339 ` TYpe�of uild ng 4 �DwellinlI No.of Bedrooms / Lot Size 2.Ott k. —45 sq.ft. Garbage Grinder (Nu} Other Type of Building No.of Persons . Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 770 gpd Design flow provided _ 761 gpd - Plan Date #krt_, 7y;?-00 4 1 Number of sheets Revision Date 'n?` � 1 111k 0"7 Title Y Size of Septic Tank ZWO (ea jko p1 ` tType of S.A.S. 2— Saa s Description of Soil <,C='C r sy s. 1 Nature of Repairs or Alterations(Answer when applicable) Rom,11Cct� �jyS���a� ��CQ�Zr -CAh1�, 1 rr. Ald Z00%4— 35-� Date last inspected: -` A e Agreement: The undersigned agrees to ensure the construction and maintenanice 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. Signe fir`` Date ?I Cl %/�' ? Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. (�)� — ,�j Date Issued THE COMMONWEALTH OF MASSACHUSETTS t BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed (_--)--Repaired ( ) Upgraded ( ) Abandoned( )by at EPSr0 SIMAQ has been constructed in accordance / with the provisions of Title 5 and the for Disp sal System Construction Permit No. q dated Installer Designer #bedrooms �] Approved design fl� w gpd The issuance of this permit shall,not be construed as a guarantee that the system ill fu tion as des', tied. Date 14 f- .r A"i Inspector (�i"`LJ 1� s ——————————— ——— ———————=——————————— ————— 5 Fee 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS lwt5pooal *pftem Con5tructton Permit Permission is hereby granted to Construct Repair ( ). Upgrade ( ) Abandon ( ) System located at 48` r.6 !\v,e- &A U t. A\& and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Co tructi n must be completed within three years of the date of thi p it Date ; Approved by o . 5 S Town of Barnstable .. Regulatory Ser v ices Thomas F. Geiler,Director: BA&NSrAas.a. Public Health Division Ea ' Thomas McKean,Director 200 Main Street,Hyannis,MA.02601 Office: 508-862-4644 Fax: 508-790.6304 Installer'& Designer Certification Form Date: 14101 _ --. . Designer: Si lykv-en En-, Ae.Qy\N lf\C Installer: Address: 'P,C1,` jeX G S�( Address: On `1(�- 1 ? was issued a permit to install.a (date) (installer) septic system at Obi ELL AU""— based on a.design drawn by (address) `- B ' dated 6�,Jl 1 2� p� �p •� �\ti�lt�t v n, tlKa�,�2o�T� f��'r+`•� 1\ICI®�t�J C IlG m�?9S`J ` (designer) LAK- Akl�e \� e�,5»� �I certify that-the septic system referenced above was installed substantially according to the design, which may ine ude minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical.relocation of any component of the septic system)but in accordance with State& Local Regulations. Plan revision or certified as-built by designeito follow. +of It c JOHN C. O'DEA m L CIVIL - No.48168 (Installer's Signature) 9 0 FGISTER�` FSSIONAL Y ....._:. .. ..._... _. ..-.. .... __ ..... ....____......: - (Designer's Signature) Affix Desiper's S.ta�p-Here)_ --— PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLLANCE `PILL NOT BE .ISSUED UNTIL BOTH THIS FOR! AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION- THANK YOU. Q-Healtb/Septic/Desigaer Cerdncation Form t. i SU.00 No. �6 Y � �0 N-e.c Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS application for Miopooaf *p.5tem Conotruction Permit Application for a Permit to Construct X)Repair( )Upgrade( )Abandon( ) O Complete System O Individual Components Location Address or Lot No. C e/ %1l e! tl QGl! Owner's Name,Address and Tel.No. Gs er►°i"/le i/ G' Tr. r' `7-he reset Assessor'sMap/Parcel TT //,�L Jokfze/ o&.3 8 hj)C )ed, 1,,td 1%1nfi 6o1*f Installer's Name,Address,and Tel,No. Designer's Name,Address and Tel.No. -33 VSf r/ �a�Kr 2�, G�sterv�NC /�I�I9 vas s_� Type of Building: A, Dwelling No.of Bedrooms Lot Size -' �q.ft. Garbage Grinder(1 t/)0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ?7® gallons per day. Calculated daily flow 781 gallons. Plan Date *7Q•rCh 9 Y,doo q Number of sheets / Revision Date " /t/-04 Title Si C P/cui r roPascd_ �'m rQverr�eeo�k ci-!✓ LIM,Eel k,"Ye-r T641 rsr- Size of Septic Tank 2D0 ga-llC;l / 'a! Type of S.A.S. (s f7aber 7-60674e.//m ��01* Description of Soil l e&1' 6 " r` h x: ©?- " _ e /err r-5/ • Lear-r-s'Er,� � 61 l F b r,•/ 1°/1��, <d��rs� Sce��� 3 t� / e /0 ktr 712, /0 t r aaf „ / % /0 & j / E//ice 3 9 ;o K _ra,t� �� 7 � v�.e �c�rik .Er.t; /�r' 7 -/a�•L /a</er N tore of epairs or terations( nswer w en applicab e) 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 a of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued y this o of H Signed Date - Application Approved by Date d°' Application Disapproved the following reasons PermitNo� Date Issued - —————————— _-- 6 �/ ——————— i ... — } sg Y s . No. U b Y ' (, / Fee q ` Entered in computer: THE COMMONWEALTH OF MASSACHUSETTS PUBLIC.HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Yes appitcation for 04e;pool bpotem Con.5tructiou Permit ' Application for a Permit to Construct O Rep`air(-.,,)'Upgrade;( )Abandon( ) El Complete System El Individual Components Location Address or Lot No. �'�' �'/ 1 YC r O 44. owner's Name,Address and Tel.No. ' Gsfer�,`/le :�'®hL L'• s-r. �' Them-sa.��-�n�sfraro i Assessor's Map/Parcel // rCe' p� �QG/, ( //L'S/ey mfi O a l e/ Installer's Name,Address,and Tell.No. ' Designer's Name,Address`and Tel.No. ,5av ' qd e-�? ��� Sul j yy � Type of Building:' - -� Dwelling No.of Bedrooms_ Lot Size_ 3,�G 6jq.ft. Garbage Grinder(N Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t' Design Flow `� gallons per day. Calculated daily flow 7�� Ar",gallons. Plan Date n?arCh a y.du0 r/ Number of sheets I Revision Date Title S1 f c Plan Proposes �'�7rpr�ven 1 at y � "el ,�;'vcr 7?0x..( f. r-r}or pkur• Size of Septic Tank (9 000 "�9 Type of S.A.S. fCE(cda i/x /'��Yr�i�r �� -s500 74-//nl Description of Soil 1-esf */r a 7 j(_ 1,o_4,er" r-�/ N 4-30 8/ 1& e r &4rr5/4 ,S"2Fnw_ &A 144er to r 712. r%lr�e, 14o6i�_s l �- Gr/ /a�,er /a r C- c lit , P//,sa, . � ha`� livarx .rax � " ZvxP if ►'arr�f a't >t- (dor 'l. G,4 /a./er� /p�e �jy / ' y /�r� r.; a 12;7ture of epairs or A terations( nswer w en applicab e) Date last inspected: �_ ✓'r� 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 TM 5pf the Environmental Code and not to place the,system in operation until a Certifi- cate of Compliance has been issued y this Board of H alth. Signed C'�. Date Application Approved by 1'` �; ��. Date /i,/111 Application Disapproved fo�the following reasons Permit No. o r a L/- S 5V Date Issued 7 !x 6 l f , THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certif irate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(X)Repaired( )Upgraded( ) Abandoned( )ty ��- . A, / /1 at SS k e 1 j yc r Roo el, ('?sj'cr Y has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. c - 3 dated Installer Designer. ir( It V`Qx% The issuance of this permit s all not be construed as a guarantee that the syst� ill�function as designed. Date C S Inspector ----- =------------------- -------------- No. in,, L(��� Fee !1 w " r THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS Miopoof 6potem Con!6trurtion Permit Permission is hereby granted to Construct(X)Repair( )Upgrade( )Abandon( ) System located at 7 4? L'"e J 9 i �g-r RR"ow d, QS+_r V/%/e and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this'Pe t. Date: -71! A L/ Approved by c�, �� (� S / Town of Barnstable Regulatory Services � y Thomas F.Geiler,Director (, : EARNftABLE, + MAss. Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form Date: AvU 2<, Designer: 7 (-Ez L 1 V AV") Installer: U, L. /�, My eoh s fkllcY.1 Address: Address: P4, 13vk 335 Zt �2LoSS /�GrS/a. l� 0,?G y� I On_'z/C- 04/ �C /�,/I�� L�.�=���-��fo�was issued a permit to install a (date) (installer) septic system at 149 je/ Al-lee- Ro/ based on a design drawn by (address) dated ;2 0 0`'% (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Qf r CPUB (Installer's Signature) 00.29n9 CIVIL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form Town of Barnstable :MAVALBoard of Health P.O. Box 534 Hyannis y s MA 02601 Office: 508-862-4644 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,MSPH Wayne Miller,M.D. July 16,2004 Peter Sullivan,P.E. Sullivan Engineering Box 659 Osterville, MA RE: '488 Eel River Road, Osterville, A=114-063 Dear Mr. Sullivan, You are granted permission, on behalf of your client, John Cannistraro,to construct an onsite sewage disposal system designed to be connected to seven bedrooms at 488 eel River Road, Osterville. The septic system shall be constructed in accordance with the submitted plans dated March 24, 2004. Sinc ly yours ayne filler, M.D. Cha' BOARD OF HEALTH TOWN OF BARNSTABLE Q:HEALTH/WP/ssull6beds pt t DATE: BARMAZA MAO& �.•� "C. BY Town of Barnstable S DATE: Board of Health 367 Main Street,Hyannis MA 02601 Office: 508462.4644 Susan G.Rask,R.S. FAX 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: 8a Eel Lien Assessor's Map and Parcel Number: I Iy-Q&r, Size of Lot: S3. 14(p � Wetlands Within 300 Ft. Yes ✓ Business Name: No Subdivision Name: APPLICANT'S NAME: S 1%v En�Le-er'-IN Phone Did the owner of the property authorize you to represent li m o`r r her? yes No PROPERTY OWNER'S NAME CONTACT PERSON _1 5a,hn C. Cann.s�r4�C,Sr So1.n ODCc. tcTer S�Il�vtir� Name: Name: Address: b W moe-uozdk ha,L-1 Address: 0srtrV',IP. mk o7_ SS I �- Well6le.-f, MA. oZ4 81 Phone: Phone: 508- 8- 334 <1 mot? VARIANCE FROM REGULATION(Liu Reg.) REASON FOR VARIANCE.(May attach if more space� CDd) '�7 n� n� arm PQ A w c� r- ry M NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System ❑ Checklist(to be completed by once staff-person receiving variance request application) _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) Signed letter stating that the property owner authorized you to represent him/her for this request Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals(same ownerAeasce only],outside dining variance renewals[same owner/lessee only],and variances to repair failed sewage disposal systems (only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Susan G.Rask,R.S.,Chairman . NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ I 5 i JOHN C. CANNISTRARO, JR. May 21, 2004 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 RE: 488:Eel River Road To Whom It May Concern, I authorize Sullivan Engineering to represent me in all permitting applications regarding 488 Eel River Road. Sincerely, a : John C. Cannistraro, Jr. . . as f j 1 I t i t 8 Wynnewood Road•Wellesley, Massachusetts•02481 TONVII01I3,trustable I,is P40z203 Department of Health,Safety,and Environmental Services dUK Public Health, Division Date . b—ZI -02 4 367 Main Street,i lyannis MA 02601 HAM ' t uatvarasrx. 0 .39' 3/2g fo 2 1 lb�m Do - Date Scheduled Time Fee Pd. Soil Suitability Assessitent for Sewage Disposal PerfomedBy: t>AN1CL A. 03AL„ 1 'S w WilnessedBy: DS1/ —V N LC)CkTIgN GICr1CItAL INE UR1ViAT1QN Location Address Owner"Name - Li z z 7t)cC-t l,Azc to t 3q�� _ cD ) �ZVlu-4Z ,MA Address �jwt, G.°tt�E Assessor'sMap/Parcel: /V\ I I H 0 63 Engineer's Name iZ1 bh 'e-'allj NEW CONSTRUCTION t/ REPAIR Telephoned 1509 7362 Li5`l � Land Use `Vtc-6r—�) Slopes(Y.) n 1 O Surface Stone Distances from: Open Water Body R Possible Wet Arco R Drinking Water Well R Drainage Way R Property Line R Other R SKETCH:(Street name,dimensions of lot,exact locations of lest holes&pere tuts,locate wetlands in proximity to hole) 3g c'o.A AL t J� ^AP I I -2 -T--12 P(-L G3 o _T. LC-7 2�yy-IOZ �9cc, �- Lo'r l a�, L-oc k)s J\ C 60 v 3t-7.653 Parent material(geologic) OL1 TW�L N 1�1�IAI Depth to Bedrock �2 CPO r Depth to Groundwater.Standing Water in Hole•. �'L 1 Weeping from Pit Face f �A Estimated Seasonal High Groundwater �`G , —3r—L.0 W 6CLOki r.I AT DETERMINATIONk'ORSSON�iLIIFI'1ATEATBLE" "` Method used. Depth Observed standing in obs.hole: 10.L in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: --- in. Groundwater Adjustment fL Index Well#/A&7n-Reading Date: 2 Index Well level 12•G Ad),factor 2•G Ad).Oroundwater Level PERCOLkTION Tl'ST bile. Thne I t.A , h !_ Obserratlon Hole I '^7�A 2 Time at 9" 2 1 v A L— Depth of Pero I^3oTTD M 1}i 62 Time M 6- 8 Start Pre-soak Time® 0' oo Time(9"-6") � M t N A nl • End Pre-soak �'•00 MIN Rate MinAneh L Z M I Q//� Site Suitability Assessment: Silo Passed Slle Failed: Additional Testing Needed(Y" Original: Public Health Division Observation Hole Data To Be Completed on Back—� Copy: Applicant bEP OBSP�RVATIOIY`IIOLT LOGx, lIole#.:7�1 - Depth from Soil Ilorizon Soil TextureSoil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Suuclure,Stones,Doulderes. C)-"L- CD OCZGArJ1C, loy� 3/2 • Ll-3� 53 LS I o y( 5/g 6-135 Gl M/c 5.0t> 2.5y6 T ;D];EP OBS) RYATION.IiOL1!;LOG HoleJ. # t Depth from xtue Soil Ilorizon Soil Ter Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Ooulderes. T�4 2 O-Z C7 0z6AN1C I vyrz2 2-`q A S L- I o y ,, 3/2 36-f32 G2 M/C 51jND 2-5-'1613 No ND }I- --y t DEEP OBSERVATION AOL>s LOG Hole# Depth from Soil Ilorizon Soil Tex[life Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling. (Structure,Slnnes.Donlderes. DEEP OBSERVATIONHOLIJLOG; Hole# 4. Depth from Soil Ilorizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Doulderes. Flood Insurance Rate Man.. Above 500 year food boundary No— Yes Y Low C o 2 N e)L Z O N C A I) e l•1 1 Within 500yearboundary No_ Yes O)= L-or 201J 6 Within 100 year flood boundaryNo_ Yes «�C'(} COrL--)EYL Z0mt= L Depth of Naturally Occurring Pervious Material SRN LPN 25000 I COOI to D (v. J VLY Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? YES If not,what is the depth of naturally occurring pervious material? 1 111A Certification f "1 certify that on NO1/ 9 7 (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required t ' in expertise and experience described in 310 CMR 15.0177. Signature 1 �-_ Date 1'S'02— j J' APR R Page: 1 CERTIFICATE OF ANAEYSIS �� . Q Mi Barnstable County Health Laboratory Keport rreparea rdn' Keport uarcu-.ZiLiLviu Sally Desmond Desmond Well Drilling Order N6.: G1055873,- k P 0 Box 2783 Laboratory ID#: 1055873-01 Description: Water-Drinking Water Sample#: Sampling Location: 488 Eel River Road Osterville,MA Collected: 1/22/2010 Collected by Customer Received: 1/22/2010 Test Parameters ITEM RESULT UNITS RL MCL Method# Tested Chlorides 33 :mg/L Lo EPA 300.0 1/22/2010 tvT;rcaf e-N tFnoPn- 31 mg/L 0.1'01- 10 EPA300.0. 1/22/2010 Nitrite as Nitrogen ND mg/L 0.050 1.0 EPA 30010 1/22/2010 Arsenic ND mg/L 0.0010 0.010 EPA 200.8 1/27/2010 Manganese 0.069 mg/L 0.010 EPA 200.8 1/27/2010 �4t:rciuvuic ITEM RESULT UNITS RL MCL Method# Tested Conductance 190 umohs/cm 2.0 EPA 120.1 1/22/2010 Perchlorate ND ug/L 1.0 2.0 EPA 314.0 1/22/2010 f Attached please find the laboratory certified parameter list. Approved By: Director) 11 C c S:.s.i C'0 laJ , e i ND=None Detected RL =.Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 f r� CERTIFICATE OF ANALYSIS Page: 1 Report For: Barnstable County Health Laboratory 's�,," •�f" Sally Uesmona Kupon vateu. aiucvty Desmond Well Drilling Order No.: G1055973 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 1055873-01 Description: Water-Drinking Water Sample#: Sampling Location: 488 Eel River Road Osterville,MA Collected: 1/22/2010 Collected by: Customer Received: 1/22/2010 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Dichlorodifluoromethane ND ug/L 0.50 EPA 524.2 yn 1/22/2010 ug/L 0.50 EPA 524.2 yn 1/22/2010 Chloromethane ND Vinyl chloride ND ug/L 0.50 2.0 EPA 524.2 yn 1/22/2010 Rromomethane ND ug/L 0.50 EPA 524.2 yn 1/22/2010 1,1,1,2-Tetrachloroethane ND ug/L 0.50 bFA.)z4•2. yn UILILU+u 1-Trichloroethane ND ug/L 0.50 200 EPA 524.2 yn 1/22/2010 1,1,2,2-Tetrachloroethane ND ug/L 0.50 EPA 524.2 yn 1/22/2010 1,1,2-Trichloroethane ND ug/L 0.50 5.0 EPA 524.2 yn 1/22/2010 1,1-Dichloroethane ND ug/L ],I-Dichloroethene ND ug/L 0.50 7.0 EPA 524.2 . yn 1/22/2010 1-,,I-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 1.2.3-Trichlorobenzene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 1,2,3-Trichloropropane ND ug/L u.w GrN j«•z pi 1,2,4-Trichlorobenzene ND ug/L 0.50 70 EPA 524.2 yn 1/22/2010 1,2,4-Trimethylbenzene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 1.2-Dibromo-3-chloropropane ND ug/L 0.50 EPA 524.2 yn 1/22/2010 1,2-Dibromoethane(EDB) ND ug/L u.'v 1,2-Dichlorobenzene ND ug/L 0.50 600 EPA 524.2 yn 1/22/2010 1;2-Dtchloroethane ND u 0.50 5 0 EPA 524.2 yn 1/22/2010 �-. 1,2-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 1�22%2010 1,3,5-Trimethylbenzene NO uyL "•" 1,3-Dichlorobenzene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 1,3-Dichloropropane ND ug/L 0.50 EPA 524.2 yn 1/22/2010 1,4-Dichlorobenzene ND ug/L 0.50 5.0 EPA 524.2 yn 1/22/2010 .... 2,2-Dichloropropane N11 Uw" =.. 2-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 4-Chlorotoluene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 Benzene ND ug/L 0.50 5.0 EPA 524.2 yn 1/22/2010 . - Bromobenzene tvli .&- -- Bromochloromethane ND ug/L 0.50. EPA 524.2 yn 1/22/2010 Bromodichloromethane ND ug/l- 0.50 EPA 524.2 , yn 1/22/2010 Bromoform ND ug/L 0.50 EPA 524.2 yn 1/22/2010 Carbon tetrachloride NI) UgiL �. u ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 - a A� °F="As9 CERTIFICATE OF ANALYSIS Page: Z ReDort For: Barnstable County Health.Laboratory Sally Desmond Report Dated: 2/2/2010 Desmond Well Drilling Order No.: G1055873 P O Box 2783 Orleans, MA 02653 Laboratory ID#: 1055873-01 Description: Water-Drinking Water Jample#: sampnng LVeatiou. 466 eel lilvcl 1%u4u-5-vuic, -•--•�•••- Collected by: Customer Received: 1/22/2010 EPA 524.2- Volatile Organics by GUMS ITEM RESULT UNITS RL MCL Method# Anat st .Tested Note ChlorUbenzene NO ug/L V..)v lVv u ���.� y• Chloroethane ND ug/L 0.50 EPA 524.2 yn 1122/20t0 Chloroform 1.5 ug/L 0.50 80 EPA 524.2 yn 1/22/2010 cis-1,2-Dichloroethene NO ug/L 0.50 70 EPA 524.2 yn 1/22/2010 cis-1,3-Dichloropropene ND ug/L "."' �`Y•` '•, "•" . Dibromochloromethane ND ug/L 0.50 EPA 524.2 yn 1/22/2010 Dibromomethane NO ug/L 0.50 EPA 524.2 yn 1/22/2010 Ethylbenzene NO ug/l, 030 700 EPA 524.2 yn 1/22/2010 Hexachlorobutadiene ND ugiL v.ou crn.;z.;.4 r1, lsopropylbenzene NO ug/L 0.50 EPA 524.2 yn 1/22/2010 Methylene chloride ND ug/L 0.50 5.0 EPA 524.2 yn 1/22/2010 Methyl-tert-butyl ether ND ug/t. 0.50 EPA 524.2 yn 1/22/2010 Naphthalene NO ug/L 0.50 EPA 524.2 yn 1/22/2010 n-Butylbenzene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 n-Propylbenzene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 p-Isopropyltoluene NO ug/L 0.50 EPA 524.2 yn 1/22/2010 sec-Butylbenzene NO ug/L 0.50 EPA 524.2 yn 1/22/2010 ug/L 0.50 100 EPA 524.2 yn 1/22/2010 Styrene NO tent-Butylbenzene NO ug/L 0.50 EPA 524.2 yn 1/22/2010 Tetrachloroethene ND ug/L 0.50 5.0 EPA 524.2 yn -1/22/2010 Toluene NO ug/L 0.50 1000 EPA 524.2 yn 1/22/2010 Total xylenes NO ug/L 0.50 10000 EPA j24.2 yn wi/iZufv trans-1,2-Dichloroethene NO ug/L 0.50 100 EPA 524.2 yn 1/22/2010 trans-1,3-Dichloropropene ND ug/L 0.50 EPA 524.2 yn 1/22/2010 Tricbloropthene 0.54 ug/L 0.50 5.0 EPA 524.2 yn 1/22/2010 Trichlorofluoromethane NO ug/L 0.50 EPA 524.2 yn 1/22/2010 Attached please find the laboratory certified parameter list. Approved B Director)i ND=None Detected RL = Repotting Limit :' u MCL=.Maximum Contaminant Level Superior Court House, PO.Box 427, Barnstable, MA 02630 Ph: 508-375-6605 f dC r Massachusetts Department of Conservation and Recreation Masso.cHuseres Office of Water Resources Well Completion Report 26-JAN-10 10:04:03 WELL LOCATION 269957 Via „ GPS North: 410 36.782' GPS West: -700 23.18' Address: 488, Eel River Road Property owner/Client: John Cannistraro Subdivision Name:Osterville Mailing, Address: 8 Wynnewood Road City/Town: Barnstable V City/Town, State:Wellesley MA Assessors Map: Assessors Lot #: Permit Number:W2009-033 Board of Health permit obtained: Y Date Issued: 12/21/2009 Work Performed Proposed use Drilling Method Overburden Drilling Method Bedrock New Well Geothermal Open Loop Auger CASING From (ft) To (ft) Type Thickness Diameter 1.00 -32.00 PVC Schedule 40 4.00 SCREEN From (ft) To (ft) Type Slot Size Diameter -32.00 -36.00 Stainless Steel Well .015 4.00 -36.00 -40.00 Point .012 4.00 Stainless Steel Well Point WELL SEAL / FILTER PACK / ABANDONMENT MATERIAL From (ft) To (ft) Material Description Purpose .t? WELL TEST DATA (ALL SECTIONS MANDATORY FOR PRODUCTION WELLS) Date Method Yield Time Pumped Pumping Level Time to Recover Recovery (GPM) (hrs & min) (Ft. BGS) (Hrs & Min) (Ft. BGS) 01/12/2010 Constant Rate Pump 15.0000 1:30 19.0000 0:01 18 STATIC WATER LEVEL (ALL WELLS) PERMANENT PUMP (IF AVAILABLE) Date Depth Below Ground Pump Description: Measured Surface .(ft) Type: Intake Depth: 91/12/2010 18 Nominal Pump Capacity: _ .. Horsepower: WELL DRILLER'S STATEMENT ADDITIONAL WELL INFORMATION Driller: Patrick Desmond Developed: Yes Fracture Enhancement:No Supervisor: Patrick Desmond Rig #: 99 Disinfected:Yes Well Seal Type:None Firm: Desmond Well Drilling Inc. Total Well Depth: 40.000 Depth to Bedrock: Registration #: 877 Date Complete:'01/22/2010 Comments: Discharge well 'depth: 35'/15' . 30' vee wire wrap well screen . OVERBURDEN From To Description Color Comment Water Loss/Add Drill Drill (ft) (ft) Zone of Fluid Stem Drop Rate .00 40.00 Sand & Gravel Brown Yes N/A BEDROCK S From To Code Comment Water Drill Extra Drill Rust Loss/ # of (ft) (ft) Zone Stem Large Rate Stain Add of Frac Droll per ft 1/1 CERTIFICATE OF ANALYSIS SIS Page: Barnstable County Health Laboratory 1 y`!cTitst Report Prepared For: Report Dated: 1/15/2010- Sally Desmond Desmond Well Drilling Order No.: G1055784 P O Box 2783 Orleans, MA 02653 Laboratory ID M 1055784-01 Description: Water ater-Drinking Water Sample#: Sampling Location: 48 Eel River Rd.Osterville,MA Collected: 1/12/2010 Collected by: Customer , Received: 1/13/2010 Routine ITEM RESULT UNITS RL MCL Method# Analyst Tested Note Nitrate as Nitrogen 3.5 mg/L 0.10 10 EPA 300.0 LAP 1/13/20.10 Copper ND mg/L 0.10 1.3 SM 311IB LAP 1/I5/2010 I[On ND-- mg/L 0.10 0.3 SM 311113 LAP 1/15/2010 Sodium 21 mg/L 1.0 20 SM 31 11 B LAP 1/15/2010 Total Coliform Absent P/A 0 0 SM9223 AF 1/13/2010 Conductance 190 umohs/cm 2.0 EPA 120.1 DCB 1/13/2010 pl3 5:7 pH=units 0 SM 4500 H-B DCB 1/13/2010 Sodium level is above the marium contaminant level. Those on a low sodium diet may wish to consult a physician. Attached please find the laboratory certified parameter list. Approved By: 7( Director) 7/;: a ORIGINAL ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO.Box 421, Barnstable, MA 02630 Ph: 508-375-6605 APPLICATION FOR PERCOLATION TEST AN"DO ERVATION PITS 43d 1 L�•FJV 4851`- DATE FEE 1T �< , zc- l' (Non-refundable TELEPHONE NO. R oG TELEPHONE NO. 3EDULED �'"� g�- - Applicant's signature )R'S MAP 6z L,OT NO: SOIL LOG TIME DATE ISION NAME �v / '_�e f_. ENGINEER:N ON ARE YES_ NO -. ` y R PRIVATE WELL _ F. BOARD OF HEALTH TE C G EXCAVATOR (Street name,etc. ,dimensions of lot, exact location Of test holes and percolation' tests, locate wetlands NOTES: proximity to test O p `60 IL pG. . 1 �a zee AS . e�1,C o c.• � 7 P q,' 4°) ee. '1 %0 • L s 2 �+I�-, I1NGH = �S IsAL I�—, IS �n I�,v'r�''• _ . ATION RATE. EsN ELEVATION: TEST HOLE NO: ELEVATION: OLE NO: CD 2 4" e +oP •�� 3 4 AA r�SS /ti 5 5 �IELI.OW fi(lowti 6 � PeQc e. �'o 7 cofr43E �M-+D $ $ 9 9 fS QOW NISN 1/EL-.oW CO•fi'Pf'iE S1f1J� TO ' 10 1 o ti Q , 2 10 cof3c3 Les C 3"- d') ' 11 12 12 No w/A Tr--R 1 3 L 14,H T -1 }N 13 1��1�-- ' =" wa ,3ao�.ti . 1 o`4R e/¢14 14 �vh��� },t,_ o L�05E s7• �Pa 15 _ 15 L" -7-4'- ZOh+E oP a ,9�Ar.ATv--0 . 16 ' LoLo�1..Lh��� 16 LEACHING FIELD LEACHING PITS 3LE FOR SUB-SURFACE -SEWAGE': - u oTt LC AA C�IJ l-r-P m l ' A "'A 1 LEACHING TREN.CHES_ . 3 Pc.-�eo f3ti 4A-rc-a_ Pca .�. A. CABLE FOR SUB-SURFACE SEWAGE. REASONS: � ! ENGINEERING PLANS MUST SHOW NUMBER ASSIGNED -ON PERC TEST APPLICATION vAL: COMPLETED--IN ANp D 10 BOARD OF HEALTH RETAINED BY APPLICANT 1 1 I �J C �U A40 0-- — 001, ---------- - SLOP 7011 FEBI Pil f3: 5 � fro � /a I l" I I 111 j . , 0 LA SLOPE I J C 2 11:12 5 I 1 A401 A401 I A401 1 3 A303 �• A401 I • I S 1 I SLOPE f SLOPE ay `" 5:12 4 M -- --------------- P Z R TiI SLOPE ff SI�P G� �d ' LOPE SL PE I• «; m - 11:12 11 12 '0, 11:12 �. a. 5 LLI re j F 4 5 A401 + A401 a "' o r 2 N A401 N V) 41 aim 401 �-wore `F- SLOPE, z SL PE AL SLOPE SLOPE 11:12 - 11:12 11 12 11:12 1 1-T ......._.... i7l I I ro- i . E — f i f r cm I 6 r , f,t E NDFLT- - I Aire I IL r I • I - r MEN- INN 157 i?-A .� f 't t � r _ ®` ._. ...... 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[-- —--L=J5'x5' —_ -fl CORNER TU 204 42n \� I / \rIo — � ,o-- -- �° I I BEDROOM 1 L---------�--j LIVING cy 1-92 - D1 WOOD I I ®'10p- I 4'-7- N=Jz� ---I WQDa I W EPDM ROOFING I I 17!-72n I 20OPE TO 8'9" T1,1" I I I DRAINMAT SYSTE , SCUPPER I I I I I I I LOCATIONS TBD—� - r NOTE c I CD I "SUPERIOR KR-;45' OR i DECK I 162n 1 I EQUIVALENT FIREPLACE IMAHO 4' 1- 2. 1" , 10 Ili L J I I I I 1 i I I I I� BEDROOM 2 DW I————— = � � DINING I I---w—— ——— — ------ 4_�p------ WOOD cr- I I \ KITCHEN I n L WOOD 207 -`,o LINE — I O FIRST FLOOR I I I I ( I \\\ I I III I L—_——J BELOW 20 I \ I I L -1 ( �I CE I I D1 I I S 02 DOOR DOOR DOOR I DOOR BELOW BELOW LO BELOW F7OVER ED ROOF ,i ENTRY 7'32 6'4" 6'S" 2'1" 6'r 5'4" 3'7- _ 8'12 3'11s 2'6' 10'-y R.O. R.O. R.O. R.O. f I . - . - 320 Congress Sme \Faunh R— - . Bosron•Massachusem=10 - .. .Telephone:617.122."52 - Facsimile 617.422. . - - - Telephone:50832W% _ PERMIT SET • - 2T-6 rd 16E - -c t66 - � ipv pF pdK.FIFR - r r MP pr erUESipVE ' nlc Y-E r-T K-S r4. ------------------------------- -f---------------------------------------- - - f - _______ _ _ __ b _ - .. - I I I I ` r l I I I TW rr I I O �SIAB m pRAGE 'O ,pP D<fNiG n •� _ b O sae ow pnspE 's - . Srpt - Srpt - EL- 1 rx g - It t I wa I I ' ________ _ - � y __-_.___ _ ______ ________ ___.v _. L r____ ___ _-_ __ _ ___ ______ _____ __ _ I ___ .� ` -10aa I uxE a rmrn0 eEw am rr4vlara els I I I I we a romps azrpw ------ IT - i6 I i I - s°arap tz-Hess rmmc+r ° rro ar esEurxr sEse 'Vil axrz4 w wxul aeaE - 3'•i'; i A—_— rp°ar ms. c,mwEv aElmmEv 2r I I p, � I I _ I - - - - s w o'asE3ms,sue i connEVEn mxc>a<rE Iaa.4n1 L L I rpv v wasu a t,. '- -r .I gam . rp°a essEurwl sue I - I Et--1 (s'-P) vummlr wmnlu pc zr.1 - Rdpd aae. I 4 pr rwEmx amlL I I EL a r-e(1 ( I I 1\ EL.-p- g z wemxp,pp°p4e msrtlnna nar reuxp•mx elmnorp tmrwrl a-,.U.E -I I emnwc umaaxr axrzmn¢ w t_ • - .'�,� _` .,s'E -$� .et re A I r mxeaErE sA8 a r>tAa - a2p2 wml sw r1.1. ..r - ' I it 3191a,POLL WPoe BaNUER W! I � , 0 r, ,. � I , r Ea,xxErE sre pacwer - - - b 2pt 22 wIM 6xfi t.1.t:wwf pvEn F ♦- I r cojwlE sae pN rJUpE n®ha roe amycm - ___________1_t I 'D w,IH 6 ,1t wzr OVEA _ ,oP a eana3sr sae .oew aar xm anaatn ax I I .paw rnr xswa eu, px>r I i .- I iL=a (9 ) - a- 6 mleelEp ORevEL mxau,m crown I r------------ - e 1 I rov ww)EL. I t------------' ------ ------ ------- --- -- ----- ----- --- ------ I-n = --------- - ----------- 1 l I I I I I I I .. _ I I Df,aros¢3 O -,�a Sxflf - ax [f-L - fHEL_.-ax• m 5101 J - X r 7P Y r.7 I I I ,1 ' I I I t ipP K b Y'/0-IxpR I ! I Yr 7.2 6 iELF- - Sml 52pt 5]01 - j�yj6jppg � b u n� - O r Of allk5lpM mw ... m°.a J. TELL . '........:........._-il\'.1Ir ......,.. ..: - - �1I—SLp.45 AapVE . 1pP pr[ 520, t=tG 6t7 1.a- n Ylr 6tY E-? 7P 6'6 TFK 3 23-K medclyP: pale : - Cannistraro Residence' 488 Eel Rives PA Ostetvik Massachusetts �pl ' PROPOSED DASEMENT/ FOUNDATION PLAN O PROPOSED BASEMENT FOUNDATION PLAN Sr•,c• 1/8`a t'-O' �. pYtWi S1®® - 6'O Y.p .6.E 21.E ,. .' _ E .. lY-E - E-t' YE StP Y8 S7 ."-IF E-7 f-E 320 Congress Saver\Fourth Floor - Bosw4 Massach...02210 . 6Y - Telephone:617.472.0952 Facsimile:617:422.0962 -'-I I rOF rVmc i I ( relephar,<:50s42c6296 r �O 54 ; Aw To GR Soul. ry IYO WALL CABS � REF. b _ I .. ' b j 7E.IS LOIWTER 0 v 1 b TE FdSt ROOK-I-- 00I S i SORE® SDE ENTRY ) b - - JT TOP W BWESTOiE b NAND N FEL. PERMIT SET ' Y-S Sd i..s:-ems..,.�.-.s a_....:_�s a•�-i - a I - I b I I !d YE fd ______ ____________ 2..6r L m t ROOM - I' I I �GAL4.BFIJ6 ABR I I Y ELF-(d:d') • - -P }�---� ANIRt 11 ' . . OYmaOR Er-D- - I I OAwCG cE>nvADE. iw I i / A2D2 s SIaWG � R1fOR�� ....�, .... ... /`" /nJl Nk �_._ -- _J .. Y tT j ON aMY yy `s /faffi. tTT{ � M0.1R*. P0.Ra1 Cr FO Cr 7.T '-S 7-T XT 1'-E) _ ��r�OF 000, rR'E 2'd 1 d- Tor EC b .-....... .. ' . m S`d Q b I. flIM - ___ - - . iWST ROOK ROLORIT Sd L 4'4 4--m 5'd tf.Y I2''5' ]'-E 6Y - ITS = ' 17-f - SE - Ed TE. E-E 27'E - 6t0 uCT 0PROPOSED FIRST FLOOR SCnLE B/$- 1'-0' RC'NiA�6 . NUMBERED NOTES: - GENERAL NOTES: WALL HATCH LEGEND' 0 f c nmT us.DY'YENOli 0R EOM MM (1)B[OflEAYWED LOGOF�i DEFM MO SPE=ITER&TO - Mb FEO VENML AND 6RAXItE SUMmURD MM - sm"VENEER(T.fli) RUSH 2TFW GRANITE IEARRL (2)SEE 52 Ml FOR SIIPPoRRrL FOUNDATIDN.WNCREIE, �.^''T - - -Up.M o M T R S -AS - NISON NOTES.DETq ARD-MtFIDS OR TO - - - - Oj OPRpNL(N1roO0 m SEliCTm Br • - gMER CONTRACT CO DIIE W/ARCMRECT I])x0--1NSDNRY OPEN0IG ® P.CDtS.WALL - PRIOR ro VSiILA11DN,ND FACEP11O1S - (4)O D CONT.f M ORNN PVC ENWO SYs1EY.EAT R O IOW.1 N'T1NOt RUSH STORE WARM ON SE1Nm WISmE OF EC WALL OR TOO IE,,OR OF - - - BfD. r10Y U CONNECT RL OR TO wNP i0 DRY WELL OR TO C.LP.LONG.YUDSRL - DIY UDR(YC CNR OWES) - - - OA 7 RUESIO1E AND sm RED ALLOWANCE OVER ON Y(S)f CONCRETE SLAB MM DS 1.4.1.4 WWF ONE ALLINDOOR)INDOOR)YCu8ER5 BUTTWG ACARSi OR CONL WALL CDYPILTO CRLSHED STONE COMPACT UN.M COXO 5NR ON CW WLL RE P.T.W11H EDDY(ON BMLFW CW Ox f r1Nm.SUB YV4NY f UF1S SLOPE WAY FROM HN15E.p EOIUL)WIVRESMILE FILLER PER FOOT. (SEE OTLs_ON S201)' (6)ME NET FLOOR FPMmIG FOR ALL.POSE UP © efA1LeDLLS[RI CAP.CONE:MILL AS NEM (T)SIAM RUNS LTADox TO THE RASEVENT LEVEL 1 BEEN IONIC APRON•ILE. - Cannistraro Residence CLEAR(-,f ON ALL ROES AND YM f COYPoRED FROM TOP OF CONE.sLAB TO F'RST FLOOR MARDIG).BEY TO SIT OR A 2A P.T.BIOCIL ON MIRGx ANF FLOOR C016TR.BUR.o P ON TOP aRE ,-. -' - 40 GU Rivu Ri - - A•sR FIVE CN To Rl,ON A BED aN 19GH CONC.SUB(Lt.LARDEI,WD LOOM)WR1 CFMREE ro LIP.CONE.MOTH BCIDN n+- -iE- �y � DEN5TY•NONW.LOICRET[.2 Arm]PLY TREND REN!Si. G.C.OEPEE TE T AxPPLvaLE. vatcar.ucf RENDERS"rp•.Te sR RATL 4 PLY NEWER LSE W.E.E SR.PNTC.(U.Ox) - --------- LOITER UNE OF LA BEAM ABY/(ME • - - F ROOK FRALIOIG FOR SOE/Sf➢CS} - - - © 3b•M M.Imm"N0 CEVENT FILLED STEEL [FRIER LIFE . NLLY MLUNN W/A B.E SFRRIGFEID.TOP Arm - PROPOSED FIRST y - eoTraY PLATE ON -I-.Yd DEEP]ODD PSI - - - � � � � FLOOR.PLAN FOOTING WOH 3jS SIRS EACH WAY.NLLT COWYN - - - - - K.ED TO E.E.�n SR.BASC MIN Y&.(2)'l+ - - M AXCMR DOLTS PALED Ai DYGDNAI CghERS - ME 16/s2Dl) Oi ]'n-M Sm-PORFL Lw mEw FILLED SEEL - LYLT COLIIIW W/A 6'.E SPRINGFELp TOP AND - - WITOY PLATE.ON XE.Y-E.1'-I DEEP]000 PL - - - FOOTING Wmt 115 BIBS-EACH WAY.LALLY COIWx - - - - - - - • -]A KLDEII To Ca.'If MBASE WIIN YELL(2)VT i - - rurim V M ARMOP.BOLTS PALED AT DMGOHAL CORNERS (SEE 16/S202) - A101 320 Congmss S, t\Fcurth Floor N,s.,h.,m 02n1G - ,_ Telephone:617.422.cgv y b Facsimile:617.4710962 e PEORMI M f h , f a T SEV y , E�M C b: - e' Fill L,71�1'1, ... bELdA FICpR RIRLN - � � U. fin c '_ a' • .' .. .. `o ... .. � � .: DE \�. «d.••. :' 1lWA STAYt - - ,,.. ,,, l�� � nRlT ':._ ."- �>_ - .. .:.• - '"' .:. �- '.�.�- 1 :,. -'. �- _ '-a u i� � r�' - SEfDxU RDOR�ROUGN - _ �� - I azol fd AF I �[rA�o e¢pw. ��� max. ecto� �� �Dacx ro ffLpM TR {t,A� - II I � O , ,. I I I - ' - II II OIL Dlai,um"II x e IF _ _ - •.> _ a -y n � b ^ k. c a r. Gannistraro Residence` 40 Eel River Rd. . Oateivill,Masrec6usetts PROPOSED SECOND . . ... FLOOR.PLAN PROPOSED.SECOND FLOOR t SCALE: 1/4"� i'-O' A02, 320 Cong=s Street 1 Founb Floor Boswn,Massachusetts 02210 Telephone-.617.422L952 - i - ,. P' - .. • �F I mile•.617.422.0962. .. temlle Telephone:53M20.6296 PEAYIT SET, ' spxnem .. ------ - --- ----- - -------- ---- --- ---- ------------ _ .. - I , SLOPE il:tt II:,t rlx <,- t SLOPE ROPE ADPE , 7777 r_______ ______ h OF I AI M '^I- Awi �^ Awl Aal ��•^ � Aal `--- ----`-----------l -' ----i SLOPE ' + >ro� me Llevyam _ lz P' OPE I Aal I _ F. I. •x. -k. � -, .. Alel .. i ... - 5 - Awl - _ Awt , 1 • � !--_- 4-- -_ .l ___ L -J. - _ - t8�v..Gb `' Omlp6m x _ . � " I R I -12 1 A:el Cannistraro Residence - 40 M River Rd: ta ' Osvik Man is chus - - PROPOSED THIRD . FLOOR PLAN. .� PROPOSED THIRD FLOOR PLAN. _- SCwI "' Y,ojvitvmpx "f A103 f FLOOD ZONE: a Vent Zone All (El. 11), & B 0 Community Panel No. Finish Grade 1 �° p • _ #250001 0016 D r 3'Max. '�- 1111J�1T1 - TII III=1�j1 1►1I_IIII III I IT- Filter July 2, 1992 ��-N, 4 .•* p a 9•Min .Compacted Fill Fabric ` ' i R p• .� 20 u > �! F.G. EL. 18 :f 1 8" 1 2' Min. n 7 �� '-• • r RisTo Gradever Pea Stone OVERLAY DISTRICT: ' F.F. 16.0 AP - Aquifer Protection District As Shown on Plan Entitled ;au- . r F.G. EL. 15 ee No e 4 �� 7,)•, N + 3/4" - 1 1/2" Revised Groundwater Protection `� ' LEACHING Double Washed S EC. 15.4 tone Overlay Districts" - April, 1993 �' . . a <,• . ���. r CHAMBER S u H-20 2 X • EL. 13.0 ZONE Proposed . EC. 15.0 .D-Box 14 Proposed 4 - 10 Proposed 1500 Gallon Leaching Chambers p RF-1 & RPOD LOCATION MAP: • it Proposed 2000 Callon Pump Chamber Flow E uilizers 72, Septic Tank H-20 s equrre 14.4 Area (min.) 87,120 SF t 0' H-20 Min. Frontage (min) 20' Scale: 1 = 2000' Beddin & "T"s EL. 12.4 Cross Section of Chamber Width (min) 125' as Per Title 5 Setbacks: Not to Scale Front 30' ASSESSORS REF.: Side 15' Map 114, Parcel 063 Rear 15' Developed Profile of Proposed Septic System Groundwater ®EL. 2.5 Per T.O.B. Groundwoter Mop i Not to Scale DIRECTIONS: From Hyannis - Follow Route 28 towards Osterville; Take a left at a stop light onto Osterville West Barnstable Road and PERC TEST NO. 8530 follow to the end; Take a left onto Main Street, and then 1 2.0 Galy. Pie 24.0 o enin Above Far - bear right onto Parker Road when entering the Village; At For Float Support r_2 over Locate Junction Box DATE:07/18/98 the stop sign take a right onto West Bay Road, and then a Outside o1 Tank To D-Box WITNESSED BY:ED BARRY, left onto Eel River Rood; Project site is near the end, on �5.0., Power&Root ControlTOWN OF BARNSTABLE BOARD OF HEALTH - the left, #488. ns o e n c�cor�ce O With Federal, State&Local Bldg. &Elec. Codes 5 TEST HOLE - 1 EL. 16.0 TEST HOLE - 2 EL. 16.0 4"0 From a tic Tank. Sch. 40 PVC 2" ORGANIC MAT. 15.8 6" ORGANIC MAT. 15.5 Precast Pump Chamber E LAYER 10YR 5/3 B 1 LAYER 10YR 5/6 10• BROWN YELLOWISH BROWN Pump Chamber Plan View Detail 4" COARSE SAND 15.7 27" COARSE SAND 13.8 B 1 LAYER 10YR 5/6 B2 LAYER 10YR 7/2 Not to Scale YELLOWISH BROWN LIGHT GRAY i 30" COARSE SAND 13.5 40" COARSE SAND 13.5 I 4•0 Sch. 40 PVC Finished .Min. B2 LAYER 10YR 7/2 C1 LAYER 10YR 6/4 i From Septic Tank crude LIGHT GRAY LIGHT YELLOWISH BROWN 36" COARSE SAND 13.0 COARSE SAND Conduit Thru Chamber For C1 LAYER 10YR 6/4 72" PERC TEST 10.0 1 ower& loot obles i For Drain LIGHT YELLOWISH BROWN CLASS 1 MATERIAL Pond / Inv. 1 .6 To D-Box COARSE SAND 10.0 126" MAN AN 2 MIN/IN 5.5 I Emer enc Stara 72" Min. 2 Cover ume o. Alarrn On El. 8.4 _= Mercury Foot 74" ZONE OF VARIAGATED COLOR 9•8 NO GROUNDWATER ENCOUNTERED Switches- J Req d Pump on EL zg C2 LAYER 10YR 6/4 N�. PumpLIGHT YELLOWISH BROWN / / / F. Lester Fraser Pumps Off El. 7.4 Secure Pi a o & 2"0 Sch. 40 PLC 126" COARSE SAND 5.5 / P 0 om o am f To er Threaded Pipe NO GROUNDWATER ENCOUNTERED ` \ / / / / /s, B i x�x-- \ I / N/F Bottom El. 6.35 5 / / \ / g /// / Dogpen / Victor C. &Dorothy C. Pesek 6 / M 7013'30" E Proposed Work Lim 385.00 6 .Woshe _. .-...., .. ,.... •-., ,. .. - ., - / / 8 ( �_ Fnd�i I Stone Min. \ / / 9 1 .4' I Silt F nce) -,•;` Fnd Pump Chamber Section Detail _ _ _ _ Not t0 Scale oo �m P(/ / //� '��'/ / � 19.9�t i�� I I p Proposed Pool- --•- -- -- -- -- Pro osed Stone Patio N W/Fence Enclosure LOT 262 I z j // a3 Bed�oorn I \ Equipment I 53,460±SF 1� ed House o -'\Ptoposed P,°C0010 5, � � ',pool 40' i Proposed 600 Gal. Oraywell W Pool Drawdown �0 I I Design Data ° I I Prbpo ed Lawn Septic Notes 1 I 1.Water Supply For This Lot is Municipal Water. Single Family-7Bedrooms `� e� of oil m(m �, // /// �� o / ) I W z z 2.Location of Utilities Shown on This Plan Are Approx. Guy i i I j o „ Dail Flow= 110 x 7=770 GPD Jc.I ,[� For This tic Tank Pole I \\ / I n o / / / `` \ o / At Least 72 Hours Prior to Any Excavation Sex) o 10' Min. Proposed .- Project the Contractor Shall Make the Required o �, I 9� / / // / 9e (tin•) < Septic System ' Notification to Dig Safe(1-888-344-7233) Septc Tank; 770 GPD x 200 /o= 1540 GPD / _ 9d( Pro sed Lawn o l� / I � � Use 2000 Gallon H-20 Septic Tank ��, I f � / / / \ �,e� �/ � � --w-- -������/ � ,j�0 \ \ .,b 3.Install Risers to Within 12" of Finished Grade, O -- e . \ Exept Over Pump Where Risers&Cover Leaching Area �o / / I / __ __-, J�J�4p�t� rH-1 I Are to be Brought to Finished Grade. 770 GPD/0.74= 1041 SF Required N•_. �. ` \ Pas, all=2(12'+63')2-300 SF \ woad 4.All Structures Buried Four Feet or More or Subject Side;v to Vehicular Traffic to be H-20 Loading. Bottom Area= 12'X 63'=756 SF �" �� y � y 5. Septic System to be Installed in Accordance With /�Pfodosed 600 Gal. Drywell J I Vent II P Y Tota' Area= 1056 SF O I Y� q 1' of Ston For ire od � TH-2 -�110' Min. p\ -Roof Runoff (YP•) .�,.... Cj ... .. ......... ...... I 310 CMR 15.00 Latest Revision and the Town of Lec.Ching Chamber Design ... . oVy0o v, ��i' ..... Barnstable Board of Health Regulations. --- // /Past -� - -- - -- -- - - -- -- - -- -- - -- -- -° -- ° 1009 Reserve r - / / x 15� Setback -- -- -- - - - - - - 6.All Piping to be Sch.40 PVC. All Fpes to be Schedule 40.Use / t - - 7. The Contractor is Required to Secure Appropriate 7 5)0 Gal. Leaching Chambers in a / �'? 17'.0 Proposed Lawn 10 Min. / `4 Permits From Town Agencies For Const ruction 12'X 63'Double Washed Stone Field as Shown. ` / 7024'So' / / 317.38' ( .....odpl6 �- Defined by This Plan. 8.The Contractor is Required to Schedule an Inspection o / / Fnd Fnd by the Engineer,as Required by the Board of Health, \ I I \ \ / I N/F / NIF at Least 24 Hours Prior to Said Inspection. , ��� I \ / Edward E. & Susan S. Madden / / James C. &Karen K. Phillips I \ \ PI n View Salle: 1"= 30' 30 0 15 30 60 120 �v t „ _._.. CB/DH I , wLI�f6 Fnd l' 5l!#. VAk: I An . f+�1j Plan Notes: Survey Notes: PREPARED FOR PREPARED BY. Title: Site Plan 1) The intent of rhis plan is for permitting 1.) The property line information shown was John C. C1nniStroro, Jr. purposes only. compiled from available record information. & Theresa L. Connistroro Sullivan Engineering, Inc. Proposed Improvements Q 8 Wynnewood Road PO Box 659 �~ 2) This plan is ONLY valid with on original stamp and 2.) The topographic information was obtained y Osterville, MA 02655 A signature. from an on the ground survey. Wellesley, MA. 02481 -- (508)428-3344 (SullPE@-3115 fax 488 Eel River Road 'a 3) Any roof overhangs not shown on this plan must 3.) The datum used is NGVD '29, a fixed mean PsuuPEoaol.com o be approved by the Town of Barnstable Building sea level datum. Barnstable, (Osterville) Mass. -t, inspector. Draft: JOD .. Review: MD/PS Date:Revisions: Project: 98011 March 24, 2004 Scale: As Shown FLOOD ZONE: , ° Pent Zone A11 (El. 11), & Bf Finish Grade Community Panel Nos.`s #250001 0016 D �' 3' Filter Max. i Ill llll III July 2, 1992 '4F g•Mh, ere Compacted FWl Fabric �• " a_ n. Rivera & Cover , 20' F.G. EL. 18 1/8" - 1/2" ` � ¢ t •tee �• e '" � Ta Grade Pea Stare OVERLAY DISTRICT: , ks: xr #fit AP - Aquifer Protection District � o F.G. EL. 15 �t s I. �w As Shown on Plan EntitledP N N= 3/4" 1 1/2" 'Revised Groundwater Protection °x• ! `�'"- h LEACHING Double Washed � t EL 1 5.4 CHAMBER stone Overlay Districts - April, 1993 $E � � EL 130 H-20 e Relocated 14.8 ZONE: •..m D-Sox y f EL 15.0 �---4'- 10 Existing 2000 Gallon Existing 1500 Gallon Existing/Relocated Septic Tank Pump Chamber Flow E uieers Leaching Chambers 10' H-20 H-20 e9 14.4 12 RF-1 & RP°° LOCATION MAP: (See Notes 9 & 10) kin. Area (min.) 87,120 SF Scale: 1" = 2000' 4 Frontage (min) 20' Beddln "ra Cross Section of Chamber Width (min) 125' as er e Setbacks: ASSESSORS REF.: Not to Scale Fron t 30' i, Side 15' Map 114, Parcel 063 Developed Profile of Proposed Septic System Groundwater A EL. 2.5 Rear 15' Not to Scale Per T.O.B. GrounTwoTer Map DIRECTIONS: From Hyannis - Follow Route 28 towards Osterville; Take a PERC TEST NO. 8530 left at a stop light onto Osterville West Barnstable Road and enh Above For follow to the end, Take a left onto Main Street, and then Far F1oot Support rp,1e Locate Junction fax a„w bear right onto Parker Road when entering the Village;. At DATE:U7/18/98 Outside of an WITNESSED BY:ED BARRY, the stop sign. take a right onto West Bay Road, and then o To D- x left onto Eel River Road' Project site is near the end on Pu es newer d Foot oo f / \ , f , one@TOWN OF BARNSTABLE BOARD OF HEALTH with Federa, State&Local l the left, #488. Bldg, dt Qec. Codes / 5. - TEST HOLE - 1 TEST HOLE '- 2 EL. 16.0 EL. 16.0 Tank Sch. 40 PVC 2" ORGANIC MAT. 15.8 611 ORGANIC MAT. 15.5 PrecastP m Chamber E LAYER 10YR 5/3 B 1 LAYER 10YR 5/6 rD' BROWN YELLOWISH BROWN Pump Chamber Plan View Detail 4" COARSE SAND 15.7 27" COARSE SAND 13.8 p B 1 LAYER 1 OYR 5/6 B2 LAYER 1 OYR 7/2 Not to Scale YELLOWISH BROWN LIGHT GRAY F mh. l0 30" COARSE SAND 13.5 40" COARSE SAND 13.5 \ ro Septic rar�,k Fl^ 1°d Cover B2 LAYER 10YR 7/2 C 1 LAYER l OYR 6/4 Grade LIGHT GRAY LIGHT YELLOWISH BROWN 36" COARSE SAND 13.0 COARSE SAND C1 LAYER 10YR 6/4 72" PERC TEST 10.0 1 -n Conduit firu amber For I Power d oat cables �� For Drohr LIGHT YELLOWISH BROWN CLASS 1 MATERIAL Pond Em a St To D-Box a ame Mln. 2 Cover 72" COARSE SAND n / �- W T 10.0 126 LESS THAN 2 MIN/IN 5.5 Cn aam, on Q. 7.6 wtt�� FlReq d 74" ZONE OF VARIAGATED COLOR 9,8 NO GROUNDWATER ENCOUNTERED / ��No �. • Pump On Q. z1 C2 LAYER 10YR 6/4 Pum s OffEL 6.6 Pum LIGHT YELLOWISH BROWN / / / �' O N/fr Seturs P! of T d 2"M'S PVC „ -" /� 7 F. Lester Fraser d 0 om o om er firead Pipe 126 COARSE SAND ' 5.5 -- / eottam o. s s NO GROUNDWATER ENCOUNTERED rt / / ,,e r B �l F !! _ / / ioo r�x N/F ✓ 5 / / / 1 Dog 1 I ' Vk for a &Dorothy to Pesek Pen A w. -_ ( ), --- N 73'30" E Stone Alin. Work Limit 385.00, \ / / / / / / f (Sift F nce) f Ce Pump Chamber Section Detail 9 ,, Not to Scale o % L•-T•- - --._ -- ] Proposed Bluestone Patio Fnd 1 $ \ / -I� Fe�f n sure n_ PrEquipmen t osed Pool I ✓'� / / / / ` ro se U LOT 262 i Xisst use N oo/ 53,460ISF Septic Notes DesignData ' Be �r° Drywell w ed I' of Stone For j � / Drawdown11 I 1.Water Supply For This Lot is Municipal Water. Single Family-7Bedrooms - N� \ ( ( --�\ Min. j 2. Location of Utilities Shown on This Plan Are Approx. Daily Flow= 110 x 7=770 GPD �' Sea \ ° ` At Least 72 Hours Prior to Any Excavation For This Septic Tank / i _��\ ' MPrB o rit I ,---- ~\I \ \ o \ Project the Contractor Shall Make the Required m C(CR 0 %\ / I ° ) I W o Septic Tank: 770 GPD x 200%= 1540 GPD (0 GLy ��� �� /i� / Exlsting-S ptic ;� t p Notification to Dig Safe(1-888-344-7233) Use 2000 Gallon H-20 Septic Tank Po/° 8 I' , 's �' � / ( o :* e ep ' ( a / \ System I o A 3.Install Risers to Within 6" of Finished Grade, 1 J '` \ / I ` \ -TNo. 2004-350) j `° Z o Lown Exept Over Pump Where Risers&Cover Leaching Area { / \ rk � Are to be Brought to Finished Grade. g �y� ' ,b� g 770 GPD/0.74= 1041 SF Required � \ F�TER 4.All Structures Buried Four Feet or More or Subject Sidewall=2(12'+63')2=300 SF j f �/ Relocate D-Box i-- -- - _ BioestO^ \ ° to Vehicular Traffic to be H-20 Loading. Bottom Area=12'X 63'=756 SF �� r . d 0% \ & 3 Chambers - i,� 2:%I33 5. Septic System to be Installed in Accordance With ( v+ ` ' / o Total Area= 1056 SF woad \ 6 0, prop No se l I ^, T 310 CMR 15.00 Latest Revision and the Town of \leoet �\ rl �0 Lawn Main ro ms \Barnstable Board of Health Regulations. LeaC�llripp• Chamber DeSlp�•� �,t - ,� 5 6 £7 Design y ed c. ��� 1 Reserve - Proposed Work it ! Vent i glob / 1 1 I 10' � 6.All Piping to be Sch.40 PVC. All Pipes to be Schedule 40.Use (� (snt.Fe Ce) \ -Proposed 600 Gal. Drywell 7. The Contractor is Required to Secure Appropriate 7 -500 Gal. Leaching Chambers in a Q� a iil r- +T- cat \ W/ 1' of tone For ,. '.. _ ° O Permits From Town Agencies For Construction 12'X 63'Double Washed Stone Field as Shown. f� - Roof Runoff (typ.) _ f ....a' - 1 'Setback - -•--.J_.--.- .--•-- /- -- -- - L - Defined by This Plan. \ -� / Lawn l -- -- -- -- -- -7 - 8. The Contractor is Required to Schedule an Inspection 10. Mi% \ 6 /\ by the Engineer, as Required by the Board of Health, 707450" W , 317.38' �: ::......1 .........., 1 Revised Plan Submittal Sheet at Least 24 Hours Prior to Said Inspection. COAH C8A),1 SE3-4292 9.An Inlet Tee Shall be Provided in the Septic Tank Shall Extend \ \ / / / Fnd Fnd Applicants Name: John C.. Jr. & Theresa L. Cannistroro a Minimum of 10" Below the Flow Line. An Inlet Tee Shall Also , \ NyY N/F' pP \ Edward E. h Susan S. Madden James G. &Karen K. PhH7ps Project Location: 488 Eel River Road, Osterville be Provided into the D-Box. 10.An Outlet Tee With a Gas Baffle Shall be Provided in the Septic 'f Plan View M`'v `✓�'`'�" `�t This project has already been issues on Order of Conditions x_ \ / 7- Tank and Shall Extend 19"Below the Flow Line. --- -` "•"" � f Or I -- -- Scale: 1"=30' Order of Conditions not vet issued ' --- � 30 0 15 30 60 120 ✓„�- This plan will be considered on _______ Date Fnd Relocate Main House, Pool, D-Box & 3 Leaching Chambers 01/13/09 Modified (Reduced) Main House Footprint 09122108 Plan Notes: Survey Notes: PREPARED FOR: PREPARED BY. Title: Add Mapped FEMA Flood Zone Lines & Site Plan Relocated Pro. Dwelling Outside of A Zone 12126107 1) The intent of this plan is for permitting 1.) The property line information shown was John C. Cannistroro, Jr. s purposes only. compiled from available record information. Theresa L. Cannistroro Sullivan Engineering, Inc. Proposed Improvements rn Added Work Limit for Main House 11112107 PO Box 659 2) This plan is ONLY valid with on original stamp and 2.) The topographic information was obtained 8 Wynnewood Road Osterville, x 02655 At Relocate Proposed Main House & Pool signature. from an on the ground survey. Wellesley, MA. 02481 /� �L & Existing Septic Tank & Pump Chamber 09113107 (508)428-3344 (508)428-3115 fax 488 Eel River Road 3) Any roof overhangs not shown on this plan must 3.) The datum used is NGVD '29, a fixed mean o Added Proposed Retaining Wall 09109105 be approved by the Town of Barnstable Building sea level datum. ~' Added Proposed B-Boll Court 08/19/05 Barnstable (Osterville) Mass. inspector. Draft: JOD � ) Review: MD/PS Revisions: Modify Work Limit Per ConCom's Request 07114104 Project: 98011 Date: March 24, 2004 Scale: As Shown FLOOD ZONE: Vent Zon e A 11 (El. 11), & B , Community Panel No. Q a �4 Finish Grade ■ � i s #250001 0016 D 3'Max. t ij E ill,: i Filter Jul 2, 1992 9"Min x a► �>r Compacted Fill Fabric • •` , ia ' 20 F.G. EL. 18 21/8" - 1/2" Risers & Cover a Pea Stone . , �� OVERLAY DISTRICT r To Grade e . ;n offir t� - - l� o AP Aquifer Protection District F.F. 16.0 � .ry � q � � �.� 11 � 8� EL. 15 See Note 4 t . A s Shown F.G. on Plan Entitled a 3/4" - 1 1/2" "Revised Groundwater Protection • k` LEACHING Double Washed _ ) " Overly Districts" Aril 1993 F11 EL. 15.4 Stone y P +• • , CHAMBER p F1 .rx'y z H-20 t tad y 1l �•���g�} a .1°> �"ti ?£"�1�. ..�i �i:. ay, t a� k "�f`. �•-, i»»L�wr r,.a"�'�""F. EL. 13.0 Relocated i# a du:5,f Pa� 'f"•. - �� y t,m s �' ���' � Iw s� t <,z R d: � " ZONE: "rts EL. 15.0 D-Box ; EL. 14.8 =• „ Existing /Relocated 4 - 10" Existing 1500 Gallon 2fi w ;;;'_, K'z. Leaching Chambers RF-1 & RPOD EL. 10.2 Existing 2000 Gallon Pump Chamber Flow E uilizers g 12, LOCATION MAP. Septic Tank s egwre EL. 14.4 10' H-20 H-20 I Area min. 87,120 SF Min. I (See Notes 9 & 10) � (min.) i Scale: 1" - 2000' i �� ?� � ''� Frontage (min) 20' EL. 12.4 Cross Section of Chamber Width (min) 125'Beddin & "T"s as Per Title 5 Setbacks: ASSESSORS REF.: � ���� 4 Not t0 Scale Side Fron t150' Map 114, Parcel 063 Rear 15' Developed Profile of Proposed Septic System Groundwater 0 EL. 2.5 Per T.O.B. Groundwater Map Not to Scale DIRECTIONS: From Hyannis - Follow Route 28 towards Osterville; Take a left at a stop light onto Osterville West Barnstable Road and PERC TEST NO. 8530 follow to the end; Take a left onto Main Street, and then Fo�FloatalSuP'rt 24"0 o enin Above F°r bear right onto Parker Road when entering the Village; At PP rame over , Locate Junction Box DATE: 07/18/9$ Outside of Tank WITNESSED BY:ED BARRY, the stop sign take aright onto West Bay Road, and then a To D-Box left onto Eel River Road; Project site is near the end, on Pum Power&Float Control / TOWN OF BARNSTABLE BOARD OF HEALTH the left, #488. able s ns ale In Accor once O With Federal, State &Local - Bldg. & Elec. Codes 5' TEST HOLE - I EL. 16.0 TEST HOLE - 2 EL. 16.0 4"0 From Septic Tank. Sch. 40 PVC 2" ORGANIC MAT. 15.8 61t ORGANIC MAT. 15.5 - Precast Pump E LAYER 10YR 5/3 B 1 LAYER 1 OYR 5/6 10' BROWN YELLOWISH BROWN Pump Chamber Plan View Detail 4° COARSE SAND 15.7 27" COARSE SAND 13.8 p B 1 LAYER 1 OYR 5/6 B2 LAYER 10YR 7/2 Not to Scale YELLOWISH BROWN LIGHT GRAY J 30" COARSE SAND 13.5 40" COARSE SAND 13.5 \ 4"0 Sch. 40 PVC Finished s Min B2 LAYER lOYR 7/2 C1 LAYER 10YR 6/4 From Septic Tank Grade Cover �� LIGHT GRAY LIGHT YELLOWISH BROWN 36" COARSE SAND 13.0 COARSE SAND Conduit Thru Chamber For Dril 1 B" ole _ C1 LAYER 10YR 6/4 72" PERC TEST 10.0 VA Power&Float Cables Iv h i For Drain LIGHT YELLOWISH BROWN CLASS 1 MATERIAL ' Pond 3; Emer enc Story in s.8 To D-Box / /1 T oume o. Min. 2'cover 72" COARSE SAND 10.0 126" LESS THAN 2 MIN/IN 5.5 Alarm On El. .6 Mercur Float 74" ZONE OF VARIAGATED COLOR 9 8 NO GROUNDWATER ENCOUNTERED o y / DESMOND ELL DRILLING INC. Switches - 3 Req d C2 LAYER 10YR 6/4 -� ORLE rvs,MA o2653 Pump On El. 7.1 N N 5 RAYBE ROAD,BOX 2783 Pam LIGHT YELLOWISH BROWN ,' - F. Lester Fraser Pumps Of/El. 6.6 r �� Secure PI a at To & 2T Sch. 40 PVC " P (50 )240-1000 3 0 om o am er Threaded Pipe 126 COARSE SAND 5.5 ,,; P,,FED` 0 I t , Bottom El. 5.55 I Valve NO GROUNDWATER ENCOUNTERED • ! / Zoi�s x-x �✓ rr I Dog I 1 _..._.. > Victor G.,& Dorothy G. Pesek Pen \� '� 1 t ry� N i3'30' Ergo ed�Wok Limit 385.00 � 6" Washed ra Stone Min. 8 / ( ilt ) FB�H - - ._. • g �j e p r Section Detail _ Pump Chamber Set g/f bald Feria r -- -- -- -! -- -- -- -5�1=1 r- -- -- - -- -- - - ---- ---Fq a r s l o �1d0m PI /� / --' r - -- -Silt- -- - --- -- - --'--' - - - Proposed_Blu - n e Patio I Not to Scale `; nclos t I 'Propose ' LOT I �a �,r' XISt• use, P f 53,460±SF , 11 N11"", Design DataSe tic Notes i 1.Water Supply For This Lot is Municipal Water. Single Family- 7Bedrooms N� "�� ;` ;' '� 2.Location of Utilities.Shown on This Plan Are Approx. Daily Flow= 110 x 7=770 GPD \� N ! Pfopo o�d o At Least 72 Hours Prior to Any Excavation For This Septic Tank �/ o �� Co ft ► �� o;" Project the Contractor Shall Make the Required Septic Tank: 770 GPD x 200%= 1540 GPD Guyo m�o a '� /�� .b Existin -,S6 tic I o Z Notification to Dig Safe(1-888-344-7233) p �� " i o "e g p Pole U ° ° GJ5�� / ti'.�,,,.'�. // ,,' �,..,- System 3. Install Risers to Within 6" of Finished Grade, Use 2000 Gallon H-20 Septic Tank '" 5 l �,,. �� i I °' v ,' "e \_ °i -'"(No. 2004-350) z Exept Over Pump Where Risers Cover g a Lawn; -- m.w t \ I s Leaching Area / / Are to be Brought to Finished Grade. 770 GPD/0.74= 1041 SF Required 1 I w 4. All Structures Buried Four Feet or More or Subject _ _ ' I ,- ---- - westo� �� �� Relocate D-Box i Sidewall-2(12�+63)2 300 SF (0 / e a 1 & 3 Chambers to Vehicular Traffic to be H-20 Loading. Bottom Area= 12'X 63'=756 SF v� `° / , , / o' d 5. Septic System to be Installed in Accordance With Total Area= 1056 SF �N ; ' '', �'� prop o ee TH 1 f r' 310 CMR 15.00 Latest Revision and the Town of \`oPost % Q\ °6 0, Lawn Main N o r�s \� Leaching Chamber Design >, ,\ o� ' - Ber Y o ,T 1 Reserve f Barnstable Board of Health Regulations. ''', ` , F\ Proposed Work it �.5 5 B siob �o/ ; �� Vent I 10 6. All Piping to be Sch.40 PVC. All Pipes to be Schedule 40. Use (Silt Fe ce) _�,. \ min.- -Proposed 600�Ga1. Drywell 7. The Contractor is Required to Secure Appropriate 7 - 500 Gal. Leaching Chambers in a Q� ' i,°moo°t \ W/ 1' of tone For Ni TH-2T- 0 0 I i Roof Runoff (typ.) "1.1 .- J-:- Permits From Town Agencies For Construction 12 X 63 Double Washed Stone Field as Shown. _ __ __ 1_.__ _- /� _ L _-_ s3' - ---- --'--'- - -- -- - -- 1 'Setback -- Defined by This Plan. �? Lawn i� -- -- -- --10 - 8. The Contractor is Required to Schedule an Inspection / \ Ml ,' ....wood 16 -' \ 70 24'S0" W i 317.38' ` by the Engineer, as Required by the Board of Health, / 8. Revised Plan Submittal Sheet at Least 24 Hours Prior to Said Inspection. / �' / FedH Fnd 9. An Inlet Tee Shall be Provided in the Septic Tank Shall Extend SE3-4292 a Minimum of 10"Below the Flow Line. An Inlet Tee Shall Also / Edward E. & SSus n S. Madden / / James G. & Karen K. Phillips Applicants Name: John C., Jr. & Theresa L. Cannistraro B D th t d i id Proveno e -Box. Project Location: 488 Eel River Road. Osterville be i i 10. An Outlet Tee With a Gas Baffle Shall be Provided in the Septic i / Plan View This project has already been issues an Order of Conditions X_ Tank and Shall Extend 19"Below the Flow Line. Scale: 1"= 30' Or Order of Conditions not yet issued " 30 - - - 0 15 30 60 120 This plan will be considered on ---_____ ce/Dtt Date Fnd i Relocate Main House, Pool, D-Box & 3 Leaching Chambers 01113109 Modified (Reduced) Main House Footprint 09122108 Survey Notes: PREPARED FOR: PREPARED BY.• Title: Plan Notes: Add Mapped FEMA Flood Zone Lines & Site Plan Relocated Pro. Dwelling Outside of A Zone 12126107 1) The intent of this plan is for permitting 1.) The property line information shown was John C. Cann7StrarO, Jr.purposes only. compiled from available record information. & Theresd L. Cannistraro Sullivan Engineering, Inc. Proposed Improvements Added Work Limit for Main House 11112107 8 Wynnewood Road Po Box 659 2) . This plan is ONLY valid with an original stamp and 2.) The topographic information was obtained At Relocate Proposed Main House & Pool signature. from an on the ground survey. Wellesley, MA. 02481 Osterville, MA 02655 488 .Eel River Road & Existing Septic Tank & Pump Chamber 09113107 (508)428-3344 (508)428-3115 fax 3) Any roof overhangs not shown on this plan must 3.) The datum used is NGVD '29, a fixed mean Added Proposed Retaining Wall 09109105 be approved by the Town of Barnstable Building sea level datum. Barnstable, (Osterville) Mass. inspector. Draft: JOD Added Proposed B-Ball Court 08/19/05 Review: MDIPS IVlareh 24 20�4 /4S Shown Revisions: Modify Work Limit Per ConCom's Request 07114104 Project: 98011 Date: Scale: 1,