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0239 EEL RIVER ROAD - Health (2)
t 239 Eel River Road { Osterville A= 115 - 006 1 a o o t t 1 TOWN OF BARNSTABLE LOCATION �`�R �����Vt'Y�—/ SEWAGE # VILLAGE C' � G� ASSESSOR'S MAP & LOW/J-00 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS BABER OR OWNER d�..•<P _ O t� PERMITDATE: COMPLIANCE DATE: t i' 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 F"` � �4 , W ��, e ���,� ��4� � /� ' �f` --� �e .� � `ems �. �,� � �s � _�9 i _ 'i -�- ,'1 �� �, ` rt i S"�^' '�..f s� � �?..o i � 9 °.J� �s `� �� � � - r `b .J� � - r,i '� �� �. y TOWN PF BARNSTABLE LOCATION SEWAGE # VILLAGE i1 c=tiC�Po ASSESSOR'S & LOT/I a,-)6 INSTALLER'S NAME&PHONE NO. �G��-�-t%'" AL. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) size) NO. OF BEDROOMS BkFflzDER-@R OWNER �CI-iS-?'l G t / P[.k-)r r.aC.¢ d PERMITDATE: �15 MPLIANCE DATE: � � Separation Distance Between the: Maximum Adjusted Groundwate f a� to the Bottom of-Leaching Facility Feet Private Water Supply,Well and a aching 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 i * ' ./ �°L .,� �: . � s v 1 4f h . ,� _ ,.. ..r,.. 3 C\1 No. t ( //`'�� Fee 5 e Ai ' Z°o7—3N THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: m PUBLIC HEALTH DIVISION -MOWN OF BARNSTABLE, MASSACHUSETTS Yes ltJYiication for ai5ponY 6p9tem Cow6truction Permit Application for a Permit to Construct(< Repair( ) Upgrade( ) Abandon( ) 0-Complete System D I dividual Components Location Address or Lot No. Z39 e2\ib)� Owner's�ame'q&dress and Tg] No. IA WingOr Assessor's Map/Parcel llS_a0 n 1y1rj b2 4 Installer's ame,Address,and Tel.lip. Designer's Name,Address and Tel.No. 7 0145-5- Type of Building: Dwelling No.of Bedrooms 17 Lot Size 9,7 -sq--ft. Garbage Grinder Od Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1970 gpd Design flow provided 1876 gpd Plan Date ':N►hC 9 1 ZSlo'7 Number of sheet I Revision Date 074 ca 08 Title 5k. ,, PNQds.ek rAe C04--C me_nk Size of Septic Tank (a060 tOak 4 \500 (corL Type of S.A.S. Mw ( jnH�(Q-S00 (oc� ( �h Z^ lZ x7(e Ft Description of Soil (Vgn `✓t-S - e- P6r-, uLW- Pert TCA\ Nature of Repairs or Alterations(Answer when applicable) L5Xp 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 th' B rd eal Signed W, Date c��®� Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued J Fee too 5fE ftl5u ZbO�- `� ( THE COMMONWEALTH OF ASSACHUSETTS Entered in computer: t.. ' ., r Yes PUBLIC HEALTH DIVISION ' OWN OF BARNSTABLE, MASSACHUSETTS , a plication for �Dizpaar *pgtem Ubn4truct on Permit 1 , Application fora Permit to Construct(,)' Repair O Upgrade O •Abandon O ❑Complete System Individual Components Location Address or Lot No. z3'1 Ow er's� rh, ame,Address,and Tel.No. c�ct�t�lr� K1L��.c\.} urrtie� C1.GMP� �- Assessor'sMap/Parcel `�S_QQ WQg)0(� 1YIrT b249 Installer's Name,Address,and Tel ap. ' y Designer's Name,Address and Tel.No. 3� y ✓�d�/�tJCv / (r v� / sv�1k �s�v�,\ 4 ov s 0b-4 z 6=33�4 Type of-Building: Dwel 5 ling No.of Bedrooms 17 Lot Size 41, ] f�IQC`j -sq-ft. Garbage Grinder 0A) Other' Type of Building No.of Persons Showers( ) Cafeteria( ) t' Other Fixtures I Design Flow(min.required) 1970 gpd Design flow provided I Y74 gpd Plan Date -SinZ. 't i ZOO-7 Number of sheets Revision Date 07.17l I0S Title 5k 0un Pnwds�ck '. Size of Septic Tank (n000 (cal + AL Type of S.A.S. ;ft, 1(o-50b (,K� C�yj.\62r5 Description of Soil W5 (yrA l'S - Sf e ur" Pert CcS�� Nature of Repairs or Alterations(Answer when applicable) AM k5dS (oG� �Gn� A 5e2 T1e",1 ZGo7-`,41 f(1- rRS1 6-4 SYS��-✓`ram Date last inspected: ,j >'-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 th• Board of- ealth. L. Signed f n Date 3 13 1,&)s v o Application Approved by /yl / i Date Application Disapproved by: Date for the following reasons Permit No. 7 - Date Issued _______________ r THE COMMONWEALTH OF MASSACHUSETTS / jY .. BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY that the On-site Sewage DisRal System Constructed (.i}' Repaired ( ) Upgraded ( ) Abandoned( )by /C� 6� at Z59 W kccA . USl - has been con ucted in ac )rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated str Installer Designer #bedrooms Approved design flow W R d The issuance of th fp t all . �be construed as a guarantee that the system wil un tion as designed. &I- kc O ��f y Date Inspector � V l �/i ` No. (J1 L.� r °+,, Fee `�V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=i!5po!6al *p!5tem Construction Permit Permission is hereby granted to Construct (Repair ( ) Upgrade ( ) Abandon ( ) System located at Zvi 1 ►�mu_lk i and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be mplelted within three years of the date of this pe �£ Date 1,/U Approved by V THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) No. ..o� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION`® TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for Bi.5paaf 6p6tem Cow6truction Permit Application for a Permit to Construct( ) Repair( ) Upgrade t,-KAbandon( ) P5 Complete System ❑Individual Components Location Address or Lot No. Z\3`� Ce( `�er �o`,c� Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ? 5�8-Lt z`d 3y 11 Type of Building: Dwelling No.of Bedrooms ( Lot Size qZ7 A(Vg5 sq. ft. Garbage Grinder (00) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 1670 gpd Design flow provided 1670 gpd Plan Date I'me it� 1 Number of sheets 1 Revision Date R/07/07 Title _ Mpr-u-e►wen�S ` Size of Septic Tank 6,,w.-,5 Type of S.A.S. Z'IZx74 FttNIS Ls/ 8-SQ061\ (V_1A Description of Soil V*. 11,A1 S (VAR1E5 SE-,F_aAA) dr pEK L T-Enl_rl Nature of Repai or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Sign a Date Application Approved by qLk Date Application Disapproved by: Date for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSAC BARNSTABLE, MASSACHUS Certificate of Compliau. THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Abandoned( )by at 2M Ce\ KNIfr' V0,,G, , on etw�\VQ has e with the provisions of Title 5 and the for Disposal System Construction Permit No. Installer Designer #bedrooms Approved design fl The issuance of this permit shall not be construed as a guarantee that the system will fun Date Inspector THE COMMONWEALTH OF MASSA _ PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Bi�po5al 6p5tem Con-5tructiort Permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade Abandon ( ) System located at Z�% E \ Rs er klEl and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date Approved by l&, WWI—[, BARNSTABLE L LOCATION / SEWAGE# D(- 2 VILLAGE6 Jex ' e ASSESSOR'S MAP& IPARCEL p� Cyr INSTALLERS NAME&PHONE NO. b ,L ..1, .) SEPTIC TANK CAPACITY/ :2 LEACHING FACILITY:(type) QI'Y) C'.r' (size) S � NO.OF BEDROOMS OWNER PERMIT DATE: is COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility v' r� 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 ' Moose (Aana v Town of Barnstable .. °� Regulatory Sen ices P G Thomas F. Geiler,Director , �pwla. \CIr\V_I 9RAiL �� pubiic'Health Division 4� s� R. C Fat Thomas McKean,Director 200 Main Street,Hyannis,MA-02601 Office: 508-862-4644 Fax: 508-790-6304 . Installer& DeslEner Certification Form Date: Z` Designer: S�1\w�� one��r e-, 1n C Installer: ?4 Address: "1 evrv-L Ra. Address: �r l�•l5'I�yy - On G 1� F ��J' r> was issued a permit to install a (date) (installer) septic system at ko_� �� based on a design drawn by (address) ` 5,-O\Jcz ee_r-ke dated o„, 0 7-1 & ( esigner) -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 icerffy 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. or AA (JmstiWs Signature) No. 2PG733 CIS: . At (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION- CERTIFICATE OF COMPLIANCE `VILL NOT BE ISSUED UNTIL BOTH_ THIS FORM AiI D AS BUILT CARD ARE RECEWED BY THE B_AR- ST_4BLE PUBLIC HEALTH DIVI5I011 TELkNK YOU. Q:HealthlSeptic/Desiper Certification Form r 4 r � t X009 0 Fee-------- ------------ BOARD OF HEALTH TOWN OF BARNSTABLE Application, ForVeil Congtruct ion Permit Application is hereby made for permit to Construct ( , Alter ( ), or Repair ( )an individual Well at: PP P P Location — Address Assessors Map and Parcel n 1, ___ a 1 > -;- k-� -----------�SF-i-G-m-�C�LOwner -------------------- —L�O��--��.r_1—�1 Address ---------------------------- t n V\o r i-n---- n----- ------------ ----C�sm_zv-v->_k-V�------1`' °� ----------------------------------- Installer riller Address Type of Bu' Dwelling---- ----------------------------------------------------- Other - Type of Building------------------------------ No. of Persons-------------------------------__ __ Type of Well—�'V L_ ---- -------------------- - Capacity-- Q��- ------------------- — Purpose of Well e,GL a ----- Agreement: -J The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certifica f Complia as been issued by the Board of Health. Signed J " � ----------------------- -����- -- �� _ date Application Approved By ����_4 ---------- --------- ---- -- --------- date Application Disapproved for the following reasons:--------------------------------------------------------------__—_________ -------------------------------------------- -----------------------------------------------------------------------------— O date ',, ) Permit No. —"v- -- y -- Issued ----- -date --- --------------- BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate ®f (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( Altered ( ), or Repaired ( ) by----------- T _U T ---------------------------------------------------------— - —- Installer at-------------- -------------------------------------------------------------------------------------- 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. -------------------------Dated------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------— - —-------------------- --- -- Inspector-------------------------------------------— - ------------ a � ____-_ No.-- --iqo --- Fee--------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVell Con0ructionpermit i S i Application is hereby made for a permit to Construct ( Alter or Repair ( )an individual Well at: Location — Address Assessors Map and Parcel ---- c t Owner --___— _-- -—!---Lo—� 1-Address �✓ ---- i. 1 �` 1 - — - - - Installer wx-cm— riller Address ( Type of Building i _ ' welling ---------------------------------------------- Other ype of Building No. of Persons----------------------------_—__—_______ ` of Well-- y_�' ------------------------ Capacity--- { ,Q �� !� ----------- Type -— I' Purpose of Well ---- f Agreement: t The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificatq,.ol Complianiv, as been issued by the Board of Health. Signed --------- -------___-_-------- _ 21Q date Application Approved By--- t - Lt-.2aJ_ G ---------— date � i Application Disapproved for the following reasons:----------------------------------------_________________________—___—__________ i i -----------— -- —-- -- —-------- — ----- — — --— -----------—-------------------- --------—---------- --— dataqoe Permit No. Vv-- o��--O -- -- - Issued--- -- f 01-/-^ - — -- date ------------------------------------------------------------------------------------------------ BOARD OF HEALTH 4 TOWN OF BARNSTABLE Certificate-Of Compliance, THIS IS TO CERTIFY, That the Individual Well Constructed ( Altered ( ), or Repaired ( ) bY----------- - ----------------------------------------------- - - - - --- is Installer at- - � 1----�� .�------ - =- -•--------------------------------------------------------------------------------------- i 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. --------------------------Dated------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------- ------------------------------------ - -- Inspector---------------------------------------------------------------------------- —w----------------------------------------------s-------------------------- ------------�������������s BOARD OF HEALTH TOWN OF BARNSTABLE well Conoruct ion Permit No. ----------------- Fee--------- ---- Permission is reby granted— - --Y -��� �_ ��- ----------------_----___ to Construct (✓Alter ( ), or Repair ( ) an Individual Well at: } No. - — !!-��� -IC� V ✓_— Street------------�S�w �� > - r�i--- -- — -r—— i as shown on the application for a Well Construction Permit No.------------------------------ - ---- --- -------- - Dated--- -------------------- - ------------------------------ - , ~ - --------------- - ------------------------------------- � ' � oa of Health DATE-- - —- — -- -- - - -- r- f f I f I I Fee No. THE COmMOW ALTH OF MASSACHU'SETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplication for Mi!5pont 4p5tew,tailvaruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade J,�'�Abandon( ) P�Complete System ❑Individual Components Location Address or Lot No. 239 CC( `eer �o`�� Owner's Name,Address,and Tel.No. C2s\eny� _ fti \.t ,-, CN Assessor's Map/Parcel ���_fv 7-0 ` Installer's Na e,Address•and Tel.No Designer's Name,Address and Tel.No. 77 �'��.r�v nK � m 5��til ZS•-�3y Type of Building: Dwelling No.of Bedrooms 1Z Lot Size r-U7 akcQi�5 sq. ft. Garbage Grinder (Pa) e of Building `� No.of Persons Type g GQ1d,�" 1i�C Showers( ) Cafeteria(Other T ) Other Fixtures Design Flow(min.required) 16 7 Q gpd Design flow provided 1670 gpd Plan Date Li ?r —7 Number of sheets Revision Date 7 Title 1?f��' rnoan-�r_, n 5 Size of Septic Tank cue Type of S.A.S. -ILjx-Tt te1c�5 c s/ -Sooi��\t�w.. s Description of Soil -P* i t Ak 9- (VAJR 1 SEE aAA o f VEK C-rE-,A ' Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Bo o e e.7 -- Sign Date Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Date Issued ✓/1 jlvV// W�No. � .� ^"` � -b-,n � Fee �G3 '`` Entered in computer: _� THE COMMONWE,LTH OF MASSACHUSETTS,'. Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,NASSACHUSETTS ZIPPYication for Miq gal �&pgtem,�,, o gtruction Permit Application for aP,ermit to Construct( ) Repair( ) Upgrade•(��Abandon( ) 0 Complete System 0 Individual Components Location Address or Lot No..239 Ce( `Y C'r R•�� nOwner's Name,Address,and Tel.No. OS�eN�,�I?� ��Iit�1G-t�k f�1kvC�ev� L�vnpc� ^ -Assessor's Map/Parcel "7_O -a - { Installer's NarDe,A d d res s and Tel.No. pDesigner's Name,Address and Tel.No. 72 t ((/ [J j l z Svlltitc� ch�:r.,a m Type of Building: Dwelling No. of Bedrooms �] Lot Size y,7 Acer-5 sq. ft. Garbage Grinder (06) Other a'� Type of Building kfP5%GfeeC- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) (a70 gpd Design flow provided �87� gpd Plan Date lvww- 4, zOO'j - Number of sheets ( Revision Date } Q7 �t► � 7 Title SAC V .r\ 'C�e"?� '4,00rnu-e N-,PQ Size of Septic Tank r(,Ao�5 / Type of StA.S. Z1-(Zx7�� F�e1ds ca/� Soy(� Cbv„r,be s Eo.c� Description of Soil p �,�� (UDRIES fSEC l'IAAI ar -PEKQTEST - Nature of Repairs or Alterations(Answer when applicable) M w. 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 o --�-- t a S ne A m Date i £` g t / �� (� �} j r/ ,may Application Approved by / tl/rlh//,( /fir- Vl,�.N, iJ'�",/111,�y,,��,i ,J Date }C / //�" Application Disapproved by.. for the following reasons Permit No:'. 'l �3 r Date Issued X, 7 .,/'/ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CER,��IFY,that the On c-s)te Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )by eel, //f h /", / <rnJr / at 239 Vie\ f k\jtr tec"& 04 ray -e has been cons.. cted in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. / q44 dated Installer Designer #bedrooms Approved design flow d gpd The issuanc�le f this per/m�it,shall not Jbeconstrued ass a ua{r�antee°that the syste dl function a/s�designed 6 C� k Date f !1 �/t t((tX� [�!ii lf.�f,i, ,�f9 Ins'ector /�i ,� 11 - 8� p V V /� �/ L/ / --- = =-t----=----------- - — --- --- �/9 7'". ;� No. Fee E COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS wigpogal *p5tem Congtructton hermit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade (/f Abandon ( ) System located at 2 Fe\ Q�\her R(os�/1y (�`,1cru�tQ 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: 7 Constructio must,belcompleted within three years of the date of this err it. (. Date 1. Approved by / i iwxi, rr 1 TO*n of BArnstable r ., Z �-3 l( 1NE T• ' - K ..°� Regulatory;Ser`-ices . Thomas F. Geiler,Director • .a�it�sr.�as.:. g Public Health Division r o `er Thomas McKean,Director 200 Main Street,Hyannis,MA.02601 Office: 508-862-4644 Fax: Y508-790-•6304 Installer& Designer Certification.Form Date: Zy Q Desi er: ��\\ Installer: r_� �A i Address: '7?41e-v— GA Address: Qt on � (� �D� � �°CJl1c� as issued a permit to install a 4 (date) ,. 4 (installer) septic system at Z Ee r based on-a design drawn by dated cglal ( esigner I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such asalateral relocation of the distribution box and/or septic tank. I certify that,.the septic`systein referenced above-was iristalled•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. � ,tl wCO � . rETER SULLIVAN (I4011er's Signature) 29733 T 0. (Designer's Si acme (Affix Desiper'"s Stanp Here) PLEASE RETUR�t TO BARNSTABLE PUBLIC HEALTH DIVISION -CERrMCATE . OF COMPLIANCE 'NVILL NOT BE ISSUED UNTIL BOTH_ THIS FORM' AND Ab BUILT CARD ARE RECEI 7ED BY THE BARriSTABLE PUBLIC I�EALTH DIVISION. THANK YOU. Q:HealtS/SepticMesigaer Ces sfication Form A /TOWN OF BARNS ABLE / :CATION SEWAGE# VILLAGE ®b /`U ��� ASSESSOR'S MAP&PARCEL ��a®f� INSTALLERS NAME&PHONE NO. / T SEPTIC TANK CAPACITY 'LEACHING FACILITY:(type) 1 D'� 'l �� (size) NO.OF BEDROOMS 17 OWNER c.-ha PERMIT DATE: p ®'7 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 a vain `�'' A C,©c 2 3 r /TOWN OF BARN,STABLE �J LOCATION .Z� ,r�2%/< / GNP �1J7 - SEWAGE# Z,OZ N VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) NO.OF BEDROOMS 17 OWNER PERMIT DATE: 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 2 /02 " I BIZ° z l q �iN' d©v c�ri�ey 4 Rear /W r � 001 main 910*� COMPLIANCE ENVIRONMENTAL, INC P.O. BOX 1749 ' ATTLEBORO, MA 02703-0031 TEL: 508-223-3812 1 PRELIMINARY ENVIRONMENTAL ASSESSMENT AND LIMITED ' REMOVAL ACTION (LRA) RELATIVE TO THE EXCAVATION OF THREE UNDERGROUND STORAGE TANKS LOCATED BENEATH ' RESIDENTIAL PROPERTY AT 239 EEL RIVER RD., OSTERVILLE, MA 1 , 1 1 , Prepared For. ' Estate of Townsend Hornor CIO Richard Largay, Esq. 407 North Street . Hyannis, MA 02601 February 7, 2006 i ' TABLE OF CONTENTS Page 1.0 INTRODUCTION 1 2.0 REMOVAL OF THE UNDERGROUND OU STORAGE TANKS 1 3.0 TRANSPORT & DISPOSAL 10 4.0 SUMMARY OF OUR FINDINGS, OPINIONS AND CONCLUSIONS 10 FIGURES Figure 1: Site Locus Map Figure 2: Site and Area Map Figure 3: Site Plan APPENDICES Appendix A: PHOTOGRAPHS Appendix B: LAB REPORT ' Appendix C: OHM TRANSPORT AND DISPOSAL a . f Environmental Assessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 1 of 13 1.0 INTRODUCTION This Report involves a Preliminary Environmental Assessment and Limited Removal Action relative to the excavation and disposal of three, underground, storage tanks that had been located beneath a residential property at 239 Eel River Road, Osterville, Massachusetts. Osterville is one of seven Villages located in the Town of Barnstable. Barnstable is located in the approximate center of Cape Cod, Massachusetts. The southern section of Barnstable ' occupied by the Village of Osterville extends to the shoreline that fronts on Nantucket Sound. The residential property at 239 Eel River Road, Osterville, MA (hereinafter, the "Site") covers approximately 5.2 acres of land occupied by the house, a structure commonly referred to as the "barn" (actually a combination garage, boat house and workshop), a small shed, a dock ' that extends into West Bay and the surrounding grounds. The grounds consist of a relatively large lawn, gravel surface access drives and border areas occupied by shrubs and trees. ' Some of the photographs taken on January 12, 2006 are included in Appendix A to this Report. Other photographs not included in Appendix A are on file. The photographs depict the referenced Site features and the three, underground storage tanks (LISTS). f Refer to attached Figure 1, the Site Locus Map for the approximate location o the Site. As shown on Figure 1 (derived from the USGS Topographic Quadrangle Map), the Site is located between Parker Pond and West Bay. Refer to attached Figure 2, the Site and Area Map (derived from Barnstable Assessors' Map ' 115), for the configuration of the Site and surrounding properties. Refer to attached Figure 3, the Site Plan (derived from the Barnstable GIS Map), for the approximate location of the discussed Site features. As shown on Figures 2 and 3, the western boundary of the Site is the tidal shoreline fronting on West Bay, the eastern boundary of the Site is Eel River Road and the north and south boundaries of the Site abut similar residential properties. ' West Bay is a tidal inlet to Nantucket Sound (the Atlantic Ocean). The groundwater beneath the Site is influenced by the tides and is therefore brackish and non-potable. There are no drinking water supply wells located on the Site. Drinking water at the house and the barn is obtained from the municipal water line beneath Eel River Road. The groundwater beneath the Site is not a source of drinking water. Sanitary waste is conveyed to on Site septic systems. At present, both the house and barn are heated via No. 2 oil that is stored in above ground, 275-gallon, storage tanks. According to available information, the Site was first developed and the house initially constructed in the late 1800s or the early 1900s. Based on available information, the Site Ihas always been used as a private residence. 2.0 REMOVAL OF THE UNDERGROUND STORAGE TANKS This Report is a record of the Preliminary Environmental Assessment and Limited Removal Action (LRA) relative to the January 12, 2006 excavation and disposal of three, underground storage tanks (USTs). ' Environmental Assessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 2 of 13 The herein-described tank excavation work and disposal of the residual liquids in the tanks was performed by Enviro-Safe, an environmental contracting company located in Sandwich, Massachusetts. Compliance Environmental, Inc. (Compliance) directed the excavation work performed by Enviro-Safe and carried out the environmental assessment and documentation presented herein. This Report was prepared and the Environmental Assessment and Limited Removal Action P p P was performed pursuant to all applicable regulations and requirements of the Massachusetts ' Contingency Plan (MCP, 310 CMR 40.0000) and Massachusetts General Law chapter 21 E. The Massachusetts Department of Environmental Protection (DEP) has final administrative authority in all matters relative to and all requirements presented in the MCP. ' Pursuant to State Fire Marshall's . � a regulations, representative of Enviro-Safe visited the g Barnstable Fire Prevention Office and obtained the necessary Commonwealth of ' Massachusetts Application and Permit to excavate and transport the three USTs to an approved scrap yard. As referenced-above, the three USTs were excavated and removed on January 12, 2006. The work was performed under sunny skies with a temperature range of about 38 to 44 degrees Fahrenheit. Consequently, the observations and operation of the photoionization detector were not compromised by any precipitation or extreme cold. Presented below is a summary of information on each storage tank. ' 500 Gallon, Underground, Gasoline Storage Tank As shown on Figure 3, the 500-gallon, underground gasoline storage tank had been located directly west of the small shed situated next to the barn (see Photo E). According to available information, the tank was installed at some point in the early to mid 1940s. The underground tank and attached above ground pump was used to store and dispense gasoline to cars owned and used by the Hornor Family. According to our research, it appears that the gasoline pump was removed and the tank was abandoned in place at some point during the late 1970s. ' A backhoe operated by Enviro-Safe excavated the soils above and surrounding the tank. Excavation of the soils exposed the top and all four sides of the steel storage tank. ' Observations of the exposed tank, the excavated soils and the remaining subsurface soils comprising the walls of the tank grave did not identify any evidence of a release of gasoline from the tank. Although the outer walls of the steel tank had some surficial rust, the tank ' appeared to be in relatively good condition with no holes or seam splits. The top of the exposed tank had an approximate two-inch diameter port that had been connected to the filler pipe. Close inspection of the port revealed that the 500-gallon tank was almost completely full of a liquid. Based on our examination the liquid appeared to be comprised of about 95% water and about 5% residual gasoline. The 500 gallons of water and gasoline was removed from the tank by a vacuum truck operated by Enviro-Safe. Environmental Assessment and Limited Removal Action February 7,2006 ' Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 3 of 13 After removal of all the residual liquid, Enviro-Safe cut the tank to allow for interior cleaning prior to off Site transport. The vacuum truck also removed the rinse water resulting from the cleaning. Examination of the tank wall in cross section, at the cut, confirmed our initial observations, that the steel tank was competent and in relatively good condition with no ' holes, seam splits or evidence of any past release of gasoline (see Photo F). Throughout the excavation, Compliance assessed the encountered soils for evidence of gasoline or hazardous material contamination. The subsurface soils surrounding the tank consisted of a tan colored, fine to course sand and silt with a trace of fine to coarse gravel. Assessment of the soils involved visual and olfactory observations and headspace, field rscreening for the presence of volatile organics with a portable, HNu-101 model, photoionization detector. ' The HNu-101 employs a photoionization detector to measure relative concentrations of volatile organics in the headspace of sealed, soil sample jars. Photoionization detector readings cannot be directly translated to quantitative concentrations of organic compounds present, but are indicative of the presence and relative concentration of volatile organic compounds. The photoionization detector is recognized by the DEP as an initial screening tool to identify soils that may have been contaminated with volatile organic compounds, including petroleum products. The visual and olfactory observations of the excavated soils that had surrounded the UST did not identify any evidence of a release of gasoline. Photoionization detector headspace field screening of four representative samples of the excavated soils did not identify any ' volatile organic concentrations above the instrument detection limit of 0.1 parts per million (ppm). In addition, photoionization detector screening of the ambient air above the tank grave during the excavation work also did not identify any volatile organic concentrations above the instrument detection limit. As per the requirements of the Barnstable Fire Department, Barnstable Fire{Prevention Officer (FPO) Francis Pulsifer arrived on Site to observe the exposed storage tanks and the ' adjacent subsurface soils and to discuss the results of our environmental assessment. ' In the presence of FPO Pulsifer, the empty tank was removed from the excavation without incident. Confirming the first inspections, the second, closer inspection of the removed tank indicated that although there was some surface rust, the tank was in relatively good ' condition with no observed holes, seam splits or evidence of any past release of gasoline. The open excavation or tank grave. measured approximately six by ten by six feet deep. The excavation did not encounter the water table. Compliance collected a representative ' sample of the subsurface soils comprising the four walls and floor or bottom of the tank grave. As with the excavated soils, assessment of the soils comprising the walls and floor of the tank grave was via visual and olfactory observations and headspace field screening with the photoionization detector. The results of the assessment are presented in Table 1 below. Environmental Assessment and Limited Removal Action February 7,2006 ' Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 4 of 13 TABLE 1 ASSESSMENT OF THE SUBSURFACE SOILS REMAINING IN THE TANK GRAVE AFTER REMOVAL OF THE 500-GALLON GASOLINE STORAGE TANK ' LOCATION OF SOILS HNu HEADSPACE VALUE OBSERVATIONS North Wall of Tank Grave Below Detection Limit (BDL) (1) No Evidence of OHM (2) East Wall of Tank Grave BDL No Evidence of OHM South Wall of Tank Grave BDL No Evidence of OHM West Wall of Tank Grave BDL No Evidence of OHM Floor or Bottom of Tank Grave BDL No Evidence of OHM Notes: j (1) No concentration of total volatile.organics above the detection limit of 0.1 ppm (2) Direct visual and olfactory observations of the soil sample did not identify any evidence of an oil or hazardous material (OHM) release to the soils from that location. The above observations and HNu photoionization detector headspace field screening results confirm that there was no indication of a release or spill of gasoline from the 500-gallon UST. I informed FPO Pulsifer of our findings and our opinion that there did not appear to be any evidence of a release or spill of gasoline from the tank. FPO Pulsifer stated that he agreed with this opinion. Enviro-Safe back filled the tank grave to grade with the same excavated soil and additional clean sand and gravel brought to the Site. Transport and disposal of the 500-gallon, gasoline, storage tank and the above-referenced contents of the vacuum truck are discussed below in Section 3.0 of this Report. 500 Gallon, Underground, No. 2 Heating Oil Storage Tank As shown on Figure 3, the 500-gallon, underground, heating oil storage tank had been located in a semi-enclosed area east of the shed and north of the barn (see Photos C and D). According to available information, the barn was erected and the underground, heating oil storage tank was installed circa 1972. The oil in the storage tank had been used to heat 1 the barn. The available information indicated that the tank was abandoned in place at some point during the late 1970s. Since the tank was abandoned, the barn has been heated by oil stored in an above ground, 275-gallon, storage tank located in the small utility closet ' attached to the northwest corner of the barn (see Photos C and D). The backhoe excavated the soils above and surrounding the tank. Excavation of the soils exposed the top and all four sides of the steel storage tank. Observations of the exposed tank, the excavated soils and the remaining subsurface soils comprising the walls of the tank grave did not identify any evidence of a release of heating oil from the tank. Although the { ' outer walls of the steel tank had some surficial rust, the tank appeared to be in relatively good condition with no holes or seam splits. Resonate sounding on the steel walls indicated that the storage tank was empty or almost empty. Environmental Assessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 5 of 13 Enviro-Safe cut the tank to allow for interior cleaning prior to off Site transport. Examination of the tank wall in cross section, at the cut, confirmed our initial observations, that the steel tank was competent and in relatively good condition (see Photos G and H). The interior of the tank was found to contain about two gallons of heating oil. The residual oil was removed from the tank by the same vacuum truck that had evacuated the gasoline storage tank. After removal of the oil, the tank was cleaned and the rinse water was also vacuumed out. Throughout the excavation, Compliance assessed the encountered soils for evidence of heating oil or hazardous material contamination. As with the gasoline storage tank, the subsurface soils surrounding the heating oil storage tank consisted of a tan colored, fine to ' course sand and-silt with a trace of fine to coarse gravel. The visual and olfactory observations of the excavated soils that had surrounded the 500- ' gallon, heating oil storage tank did not identify any evidence of a release of oil. Photoionization detector headspace field screening of four representative samples of the excavated soils did not identify any volatile organic concentrations above the instrument detection limit. In addition, photoionization detector screening of the ambient air above the tank grave during the excavation work also did not identify any volatile organic concentrations above the detection limit. In the presence of FPO Pulsifer, the empty tank was removed from the excavation without incident. A second, closer inspection of the tank indicated that; although there was some surface rust, the tank was in relatively good condition with no observed holes, seam splits or evidence of any past release of heating oil. iThe open excavation measured approximately 12 by eight by seven feet deep. The excavation did not encounter the water table. Assessment of the soils comprising the walls and floor of the tank grave was via visual and olfactory observations and headspace field screening. Compliance collected a representative sample of the subsurface soils comprising the walls and floor of the tank grave. The results of the assessment are presented in Table ' 2 below. TABLE 2 ' ASSESSMENT OF THE SUBSURFACE SOILS REMAINING IN THE TANK GRAVE AFTER REMOVAL OF THE 500-GALLON HEATING OIL STORAGE TANK LOCATION OF SOILS HNu HEADSPACE VALUE OBSERVATIONS North Wall of Tank Grave BDL No Evidence of OHM East Wall of Tank Grave BDL No Evidence of OHM South Wall of Tank Grave BDL No Evidence of OHM West Wall of Tank Grave BDL No Evidence of OHM Floor or Bottom of Tank Grave BDL No Evidence of OHM The above observations and photoionization detector headspace field screening results confirm that there was no indication of a release or spill of heating oil from the 500-gallon UST. I informed FPO Pulsifer of our findings and our opinion that there did not appear to be any evidence of a release or spill of heating oil from the tank. FPO Pulsifer stated that he agreed with this opinion. Environmental Assessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 6 of 13 Enviro-Safe back filled the tank grave to grade with the same excavated soil and additional ' clean sand and gravel brought to the Site. Transport and disposal of the 500-gallon, heating oil, storage tank and the contents of the vacuum truck are discussed below in Section 3.0. 1,000 Gallon, Underground, No. 2 Heating Oil Storage Tank As shown on Figure 3, the 1,000-gallon, heating oil storage tank had been located about 50 feet east of the house beneath a small wooded area fronting on Eel River Road (see Photos A and B). It was reported that this tank was installed at some point during the 1940s and abandoned in place at some point during the 1980s. The tank had stored oil used to heat the house. Since the tank was abandoned, the house has been heated by oil stored in three above ground, 275-gallon, storage tanks located in the basement beneath the house. Prior to excavation, several small shrubs and a large tree located in the wooded area above the tank were cut down and removed (see Photo B). ' A backhoe removed the surrounding subsurface soils, exposing the top and all four sides of the steel storage tank. Observations of the exposed tank (while still in the tank grave), the excavated soils and the remaining subsurface soils comprising the walls of the tank grave did not identify any evidence of a release of heating oil. Although the outer walls of the steel tank had a moderate amount of surficial rust, the tank appeared to be in relatively good condition with no observed holes or seam splits. The top of the exposed tank had an approximate two-inch diameter port that was connected ' to a capped off section (about one foot) of the former ventilation pipe. The vent pipe was cut off leaving the open port. Inspection of the interior revealed that the 1,000-gallon tank was almost completely full of a residual liquid. Examination of the residual liquid indicated that it ' was a mixture of approximately equal parts of oil and water. As with the two tanks referenced-above, the same vacuum truck removed all of the residual liquid. Compliance assessed the excavated soils for evidence of heating oil or hazardous material contamination. As with the other two tanks, the subsurface soils surrounding the 1,000- gallon, storage tank were comprised of a tan, fine to course sand and silt with a trace of fine to coarse gravel. Visual and olfactory observations of the excavated soils that had surrounded the storage ' tank did not identify any evidence of a release of oil. Photoionization detector headspace field screening of four representative samples of the excavated soils did not identify any volatile organic concentrations above the instrument detection limit. In addition, photoionization detector screening of the ambient air above the tank grave during the soil excavation work also did not identify any volatile organic concentrations above the detection limit. After the all of the residual liquid was vacuumed out via the vent port, the tank was removed q from the excavation without any incident or release of oil. Inspection of the removed tank ' revealed seven separate holes grouped together on the bottom or underside of the,east-end of the tank. The east end of the tank is that end of the tank that was closest to Eel River Road when the tank was installed. Environmental Assessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Ostenrille,MA Page 7 of 13 Five of the holes were relatively small with a diameter not greater than one-quarter inch. The other two holes were about one to two inches in diameter (see Photo 1). The sidewall indentation, depicted in Photo I, occurred during removal and manipulation of the relatively large tank. The indentation did not occur while the tank was still underground. Compliance performed a close inspection of the entire exterior of the steel tank. This close P p P inspection revealed a moderate amount of outer rust on the tank walls, but no other holes, areas of obvious weakness or seam splits (see Photo J). Enviro-Safe cut the tank to allow for sludge removal and interior cleaning. Unlike the other ' two tanks, in addition to the approximate 1,000 gallons of residual liquid, this tank contained about two cubic yards of a viscous "tank bottom" sludge comprised of dirt (mostly fine silt) and old congealed oil. The sludge that was too thick and viscous to be removed via the ' vacuum truck was taken out with a shovel and placed in a 55-gallon drum for disposal. After the interior of the tank was cleaned the vacuum truck evacuated all of the rinse water. Examination of the tank wall in cross section, at the cut, confirmed our above observations that; other than the underside of the east end of the tank, the steel walls of the tank, although rusty and weathered, were still relatively competent and in fairly good condition with no other holes and no seam splits. The open excavation or tank grave measured approximately 18 by 12 by eight feet deep. As expected, the excavation did not encounter the water table. Close observations of the four walls and floor of the empty tank grave identified oil staining on the soils comprising the floor or bottom of the east-end of the excavation. This area of oil staining, which had a diameter of about two feet, was interpreted as evidence of a release of heating oil to the soils comprising the floor of the east end of the tank grave. Close observations and assessment of the remaining areas of the open tank grave (the four walls and the entire floor) did not identify any other oil stained soils or evidence of any other oil release. i The seven holes discussed above and depicted on Photo I were the obvious source of the oil stained soils located on the floor of the east-end of the tank grave. Based on our prior ' experiences assessing USTs, the actual volume and extent of the observed oil staining was less then we would have expected. In the opinion of Compliance, the extent and volume of the released oil was mitigated by the above-described viscous "tank bottom" sludge that acted as a "plug" completely or at least ' partially sealing off the seven holes identified on the underside of the tank. This opinion is confirmed by the large volume of residual liquid (about 1,000 gallons) that would not have been present in the tank if the holes had been open or patent enough to allow the liquid to ' flow out of the tank. Compliance collected a representative sample of the soils comprising the four walls and floor of the tank grave. Assessment of the soil samples was via visual and olfactory observations and headspace field screening with the photoionization detector. The results of the assessment are presented in Table 3 below. t - . Environmental Assessment and Limited Removal Action February 7,2006 ' Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 8 of 13 TABLE 3 ' ASSESSMENT OF THE SUBSURFACE SOILS REMAINING IN THE TANK GRAVE AFTER REMOVAL OF THE 1,000-GALLON, HEATING OIL STORAGE TANK LOCATION OF SOILS HNu HEADSPACE VALUE OBSERVATIONS North Wall of Tank Grave BDL No Evidence of OHM East Wall of Tank Grave BDL No Evidence of OHM South Wall of Tank Grave BDL No Evidence of OHM West Wall of Tank Grave BDL No Evidence of OHM West End of Tank Grave Floor BDL No Evidence of OHM East End of Tank Grave Floor Maximum of 6 ppm (1) Oil Stained Soils (2) Notes: (1) The 6 ppm photoionization detector headspace screening result and our visual and olfactory observations indicate that the oil staining the underlying soils is aged. (2) The above discussed oil stained soils emitted a slight to moderate oil odor. The above observations and photoionization detector headspace field screening results are tindicative of a release of heating oil to the soils comprising the floor of the east end of the . tank grave. Our close visual and olfactory observations and assessment (photoionization detector headspace field screening) of the remaining areas of the open excavation(the four walls and the entire floor) did not identify any other oil stained soils or evidence of an oil release. Based on our initial observations, it appeared that the extent of the oil contaminated subsurface soils would not exceed two cubic yards. Therefore, the proposed strategy to resolve the oil release involved an excavation or Limited Removal Action performed pursuant to 310 CMR 40.0318. FPO Pulsifer was present during the above-described assessment of the subsurface environment surrounding the 1,000-gallon, storage tank. FPO Pulsifer agreed with our opinion that the holes in the underside of the steel tank were the source or conduit of what appeared to be a small to moderate volume release of oil to the soils comprising the floor of the east end of the tank grave. FPO Pulsifer also agreed with our proposed Limited Removal Action to resolve the oil release. ` As per standard procedure, FPO Pulsifer placed a phone call to the Barnstable Public Health Office informing Ms. Donna Miorandi, the Barnstable Health Inspector, of the apparent oil release. As per the proposed Limited Removal Action, Compliance directed the backhoe to excavate the subsurface soils comprising the floor and also the lower sidewalls of the east-end of the tank grave. Confirming our initial observations, the oil contaminated subsurface soils appeared to total about two cubic yards. As a conservative measure, Compliance directed the backhoe to over excavate the area in order to ensure removal of all of the contaminated soils and thus avoid the need to return at a later date to excavate more soils. Our immediate, post excavation observations and photoionization detector, headspace field screening results (all BDL) indicated that the removal action had excavated all of the oil contaminated subsurface soils. r Environmental Assessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 9 of 13 As referenced-below, final definitive confirmation of the success of the Limited Removal Action would be obtained via confirmatory laboratory analysis. The total volume of soils excavated from the east-end of the tank grave filled six 55-gallon drums. The six 55-gallon drums along with the drum containing the above-referenced, most viscous "tank bottom" sludge were sealed, labeled and temporally stored along the access drive directly west of the tank grave (see Photo B for location). ' Transport and disposal of the 1,000-gallon, heating oil storage tank, the contents of the vacuum truck and the seven 55-gallon drums are discussed below in Section 3.0. ' As referenced-above, excavation of the east-end soils was discontinued when visual and olfactory observations and photoionization detector, headspace field screening results indicated removal of all of the oil contaminated, subsurface soils. Final confirmation of the observations and field screening results would be obtained by laboratory analysis. Compliance collected a representative sample of the remaining soils comprising the floor of the east-end of the enlarged tank grave. This soil sample, designated "S-1 East End", was placed in an ice filled cooler and submitted to a State certified laboratory under chain-of- custody protocol for total petroleum hydrocarbon (TPH) analysis via EPA Method 8100M. The resultingJanuary 19 2006 Laboratory Report includes the detection limit all QA/QC rY ry p ( , data and the chain-of-custody) is included in Appendix B to this Report. ' After collection of the confirmatory soil sample (S-1 East End), a perforated plastic sheet was spread over the floor of the excavation and the tank grave was back filled to grade with clean sand and gravel (see Photo B). In the event that the analysis performed on the confirmatory soil sample identified a TPH concentration that exceeds the appropriate, MCP Reportable Concentration (see below) it would then be necessary to excavate additional soils. Should the second excavation be required (it wasn't), the perforated plastic sheet would serve as a boundary Indicator between the clean backfill material and the previously existing soil. Ms. Donna Miorandi, the Barnstable Health Inspector, arrived on Site to observe the excavated 1,000-gallon, storage tank and document the specifics of our assessment and Limited Removal Action. Compliance informed Ms. Miorandi and FPO Pulsifer, that in our opinion, the oil release did not presently constitute an Imminent Hazard (as per 310 CMR 40.0006 and 40.0955) and that the release has been and will continue to be assessed and resolved pursuant to all applicable regulations and requirements of the MCP. The specifics of the assessment, 'the Limited Removal Action, the transport and disposal issues (see Section 3.0) and the plan for additional assessment and soil excavation (if necessary) was related to Ms. Miorandi and FPO Pulsifer. Both Ms. Miorandi and FPO Pulsifer noted our assessment results and agreed with our actions and opinions as referenced herein. Prior to leaving the Site, Ms. Miorandi and FPO Pulsifer requested a copy of our final Report. As referenced in Section 4.0, a copy of this Report was forwarded to Ms. Miorandi and FPO Pulsifer. Pursuant to 310 CMR 40.0361, since the confirmatory sample le was collected within 500 P feet of a residential dwelling, the analytical result on the soil sample would be compared to the most conservative Reporting Category; RC-S1. The Reportable Concentrations or RCs for oil and hazardous materials in soils are listed in 310 CMR 40.1600. fEnvironmentalAssessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 10 of 13 As listed in 310 CMR 40.1600, the Reportable Concentration for TPH in S-1 soils is 200 ' mg/Kg (mg/Kg is equivalent to ppm). As indicated in the January 19, 2006 Lab Report, the analysis did not identify any TPH concentration above the detection limit. This laboratory result confirms the above observations and field screening results that the described Limited Removal Action successfully removed all of the oil contaminated soils that had been located in that area of the tank grave adjacent to the east end of the 1,000-gallon, heating oil storage tank. 3.0 TRANSPORT & DISPOSAL OF THE TANKS RESIDUAL CONTENTS & EXCAVATED SOILS Barnstable Fire Prevention Officer, Francis Pulsifer signed the Commonwealth of Massachusetts Application and Permit that allowed Enviro-Safe to transport the three, empty storage tanks to the Turner Scrap Yard in Lynn, Massachusetts. The three tanks were transported to the Turner Scrap Yard on January 23, 2006. A copy of the completed Application and Permit to transport and dispose of each tank is included in Appendix C to this Report. As referenced-above the vacuum truck operated b Enviro-Safe removed the residual p Y contents of all three USTs. The liquid in the vacuum truck was a mixture comprised of the ' residual petroleum (gasoline and oil) and water and the rinse water generated during the cleaning of each tank. According to the vac truck meter this liquid-totaled 1,686 gallons. On January 12, 2006 the vac truck transported the oil and water mixture for appropriate disposal/recycling at the Cyn Oil Corporation Facility in Stoughton, Massachusetts. A copy of the completed Massachusetts DEP Uniform Hazardous Waste Manifest for the transport and disposal/recycling of the removed oil and water is included in Appendix C. As referenced-above, the viscous, semi-solid tank bottom sludge was placed in a 55-gallon drum. As also referenced-above, the excavated, oil contaminated soil filled six, 55-gallon drums. On January 26, 2006 Enviro-Safe transported the seven drums containing the sludge and oil contaminated soil for appropriate disposal at the Jones Environmental Services Facility in Lowell, Massachusetts. A copy of the completed Massachusetts DEP Uniform Hazardous Waste Manifest for the transport and disposal of the removed sludge and oil contaminated soil is included in Appendix C. 4.0 SUMMARY OF OUR FINDINGS OPINIONS AND CONCLUSIONS ' The Preliminary Environmental Assessment and Limited Removal Action described herein pertains to the excavation and disposal of three, underground, storage tanks that had been located beneath a residential property at 239 Eel River Road, Osterville, Massachusetts (the ' "Site'). The Site is an approximate 5.2-acre parcel of land that abuts West Bay. West Bay is a tidal ' inlet to Nantucket Sound (the Atlantic Ocean). The groundwater• beneath the Site is influenced by the tides and is therefore brackish and non-potable. There are no drinking water supply wells located on the Site. Drinking water at the Site is obtained from the municipal water line. The groundwater beneath the Site is not a source of drinking water. Environmental Assessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 11 of 13 The three underground storage tanks excavated and removed from the Site on January 12, 2006 included a 500-gallon gasoline storage tank, a 500-gallon heating oil storage tank and a 1,000-gallon heating oil storage tank. A brief summary of information on each of the three tanks is presented below. A more detailed account of the observations, environmental assessment results, Limited Removal Action (the 1,000=gallon storage tank) and our opinion relative to the identification or "rule-out" of any release of petroleum product from the three storage tanks is presented above in Section 2.0. 500-Gallon, Underground, Gasoline Storage Tank Our inspection of the exposed steel tank and our observations and environmental assessment as described herein did not identify any evidence of a release of gasoline to the subsurface environment adjacent to the former, underground, storage tank. The tank was appropriately cleaned and transported to an approved scrap yard. The residual liquid in the tank (a mix of gasoline and water) along with the rinse water used to clean the tank was removed via a vacuum truck which transported the liquid mix for appropriate off Site disposal/recycling pursuant to a Massachusetts DEP Uniform Hazardous Waste Manifest. 500-Gallon, Underground, No. 2 Heating Oil Storage Tank Our inspection of the exposed steel tank and our observations and environmental assessment as described herein did not identify any evidence of a release of heating oil to the subsurface environment adjacent to the former, underground, storage tank. The tank was appropriately cleaned and transported to an approved scrap yard. The residual liquid in the tank (a mix of oil and water) along with the rinse water used to clean the tank was removed via a vacuum truck which transported the liquid mix for appropriate off Site disposal/recycling pursuant to a Massachusetts DEP Uniform Hazardous Waste Manifest. 1,000-Gallon, Underground, No. 2 Heating Oil Storage Tank Prior to removal of the partially exposed, steel storage tank, inspection of the interior revealed that the tank-was almost completely full of a residual liquid comprised of a mixture of oil and water. After the all of the residual liquid was vacuumed out, the tank was removed from the excavation. As with two above tanks, upon removal, the 1,000-gallon tank was cut open to allow for interior cleaning. However, unlike,the other two tanks, in addition to the residual liquid, this tank contained about two cubic yards of a viscous "tank bottom" sludge comprised of a mixture of dirt (mostly fine silt) and old congealed oil. The sludge was removed and placed in a 55-gallon drum for off Site disposal Our inspection of the removed steel tank revealed seven separate holes grouped together ' on the underside of the east-end of the tank. Five of the holes were relatively small with a diameter not greater than one-quarter inch. The other two holes were about one to two inches in diameter. Our close inspection of the entire remaining exterior of the steel tank did not identify any other holes or seam splits. Close observations of the subsurface soils comprising the four walls and floor of the empty tank grave identified oil staining on the soils comprising the floor of the east-end of the excavation. This area of oil staining, which had a diameter of about two feet, was interpreted as evidence of a release of heating oil to the soils comprising the floor of the east end of the tank grave. Close observations and assessment of the remaining areas of the open tank grave did not identify any other oil stained soils or evidence of any other release of oil Environmental Assessment and Limited Removal Action February 7,2006 ' Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 12 of 13 The seven holes discussed above were the obvious source of the oil stained soils located on the floor of the east-end of the tank grave. Based on our prior experiences assessing underground storage tanks the volume and extent of.the oil staining was less then we would have expected. In the opinion of Compliance, the extent and volume of the released oil was mitigated by the above-described viscous "tank bottom" sludge that acted as a "plug" completely or at least partially sealing off the seven holes identified on the underside of the tank. The above opinion is confirmed by the large volume of residual liquid (about 1,000 gallons) that would not have been present in the tank if the holes had been open or patent enough to allow the liquid to flow out of the tank. Based on our initial observations, it appeared that the extent of the oil contaminated subsurface soils would not exceed two cubic yards. Therefore, the proposed strategy to resolve the oil release involved an excavation or Limited Removal Action performed pursuant Section 40.0318 of the Massachusetts Contingency Plan (MCP, 310 CMR 40.0000). II' As Po per the proposed Limited Removal Action ComP Nance directed the backhoe to excavate P P the subsurface soils comprising the floor and also the lower sidewalls of the east-end of the tank grave. Confirming our initial observations, the oil contaminated subsurface soils appeared to total about two cubic yards. As a conservative measure, Compliance directed the backhoe to over excavate the area in order to ensure removal of all of the contaminated soils and thus avoid the need to return at a later date to excavate more soils. Our immediate, post excavation observations and photoionization detector, headspace field ' screening results (all BDL) indicated that the Limited Removal Action had excavated all of the oil contaminated subsurface soils. As referenced-below, the final definitive confirmation of the success of the Limited Removal Action would be obtained via confirmatory laboratory analysis. The total volume of soils excavated from the east-end of the tank grave filled six 55-gallon drums. Confirmation of the observations and field screening results was obtained by laboratory analysis. A representative sample (designated "S-1 East End") of the remaining soils comprising the floor of the east-end of the enlarged tank grave was submitted to the laboratory for total petroleum hydrocarbon (TPH) analysis. The lab analysis did not identify any TPH concentration above the detection limit. This laboratory result confirms the above observations and field screening results that the described Limited Removal Action successfully removed all of the oil contaminated subsurface soils that had been located in that area of the tank grave adjacent to the east end of the 1,000-gallon, heating oil storage tank. rThe tank was appropriately cleaned and transported to an approved scrap yard. The residual liquid in the tank (a mix of gasoline and water) along with the rinse water used to clean the tank was removed via a vacuum truck which transported the liquid mix for appropriate off Site disposal/recycling pursuant to a Massachusetts DEP Uniform Hazardous Waste Manifest. The drum containing the sludge and the six drums filled with the excavated oil contaminated soil were transported for appropriate disposal pursuant to a Massachusetts DEP Uniform Hazardous Waste Manifest. As referenced-herein, confirmed resolution of the heating oil release was achieved by performance of a Limited Removal Action that was completed pursuant to the requirements listed in 310 CMR 40.0318 and 310 CMR 40.0191. Environmental Assessment and Limited Removal Action February 7,2006 Related to Three Underground Storage Tanks at 239 Eel River Rd.,Osterville,MA Page 13 of 13 Pursuant to 310 CMR 40.0317(15), since the Limited Removal Action was successfully completed within 120 days, notification to the Massachusetts Department of Environmental Protection (DEP) is not required. ' Pursuant to 310 CMR 40.0318(7), although the party (the Estate of Townsend Hornor) undertaking-the Limited Removal Action is not required to submit the Limited Removal Action Report to the Massachusetts DEP, the Party is required to maintain this Report on file for a minimum of five years. As requested by Ms. Donna Miorandi (Barnstable Health Inspector) and Mr. Francis Pulsifer ' (Osterville Fire Prevention Officer), a copy of this Report has been sent to the Barnstable Public Health Office and the Osterville Fire Prevention Office. f , 1 1 1 1 1 r � FIGURES r r -i '' !Y'G� ? r4h.Y } :}` _ .may ♦ •, ' •. •a o a s'.l.,W •. A • goo T Z Y � - .: - • : o r`L� r y �?ai J` c k 7. E �'d tcw i t; Q • • • � • t � 't.41,N r .• ry r'.a A`t t `d . • l !1 N • I • • � • ' 3 ` la '�(� •. 1� ;;e�i • It .;• • R . , .1T J sy .\ s`.. i��xy+.�, .2'• A.��Z;4iy J � - •• • t•� •, v?f��L+ j I?4 ,� tv5,L�5`7�! 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''ti• Y,p. �.+y4�. ti� � �4tA^�{"`T"iYY �y4t•u z��' , oL L+?� � �i $ � Fc` •ah• a •5 •,ta k�',at +t+ s n''31' lk ;tnY "i!Cy.} `s' F&ted from TOPOI 01998 Wildflower Productions(www.topo.com) Sl USGS TOM LOCUS MAP ' TOWNSEND HORNOR PROPERTY 1998 239 EEL RIVER ROAD OSTERVILLE,MASSACHUSETTS Rom: Scale: 1:12,000 COMPLIANCE Date: ENVIRONMENTAL.INC. 'B/2212008 FIGURE 1 u ------------ I Is 010-001 t � _ 010-002 00 O / 0 Parker SITE Pond 1 oTG WEST KONP' e o121is BAY 70 wr l Isi, iv4 �/ e = _ O2l 02% 41 '✓ 2 \\ 0n , ASSESSORS SITE AND AREA MAP N TOWNSEND HORNOR SITE ' 239 EEL RIVER ROAD OSTERVILLE,MASSACHUSETTS " coM>�vvcE Date: Sc"e: 1 IN:250 FEET ENVIRONMENTAL,INC Jan 2= FIGURE 2 F= HOUSE EDGE OF WATER ALLON UST(GASOLINE) STREAM LLON UST(No.2 HEATING OIL) — - DRAINAGE DITCH ALLON UST No.2 HEATING OIL) _, MARSH AREA Scale1 Inch = 100 Feet HORNOR SITE FY2005 PARCEL LINE ARN" 239 EEL RIVER ROAD MAP 326 ASSESSOR MAP NUMBS PARCEL NUMBER OSTERVILLE, MA :` °3 7 STREETNUM ER I O BUILDING/STRUCTURE - - l BUILDING/STRUCTURE Private Residence BUILT AFTER APRIL 2001 _ DECK/PATIO - - -" SWIMMING POOL i0 FUEL/WATERTANK I -0 PAVED ROAD -- - r-- -- UNPAVED ROAD ----------------------- RAILROAD TRACK ------ DRIVEWAY B i PARKING AREA I PARKING LINES SIDEWALK/WALKWAY MA(R�I I`'S - � - - - - UNIMPROVED PATH O Q 6 BOARDWALK WEST BAY #239 - EXTERIOR STAIRWAY C RETAINING WALL PARKER STONE WALL POND --- FENCE/HEDGE._ OQ' -;: T--;•- GUARDRAIL HORNOR SITE CN- DOCK/PIER �� --- STONE JETTY Q SPORTS AREA/ GOLF AREA 48 10 FOOT CONTOUR LINE - ALL ELLV4TON88G8ED ON NO'AA �, - -- 2 FOOT CONTOUR LINE ------- --- 53.1 SPOT ELEVATION OpGy- Opp ® CATCH BASIN 0 UTILITY POLE O MANHOLE -� LAMP POLE OFFFLAG POLE -a SIGN FIGURE 3 o POST 4 TOWER Source: Barnstable GIS Dept. SITE PLAN SATELLITE DISH • PILING 89 STATUE. 0 UTILITY BOX 1 1 1 1 1 1 ' APPENDIX A ' PHOTOGRAPHS rt. -•L� � � r 1 �: . :'iE � ..".fit't g r. 1" ,}� i� ' � �� ��+ i l� .Slf r ✓�, ti����'LC�.'1 t.��JG� r ..a._._ '{}� f .. ! , f ! i i ry r•i•' r 1 = -, � '� �is • L �i-.l•t' >•I-0 �{�'Y, �x1 l 1 ,r a.r'r1.�`Yy= Kk.r. ..w. �-�q"t� �e.y�w�vW ` ��. �F�. ell 9 as • • • • • S�a.r .:.y«. V.tir1= ;��►Y. lY.. 7'er�,." • �� a 4�„e��',!;�, - 3.. *' !, � '!� � _� �_�.a-_— 4,�♦.. i" .iut. ,fir� .. _ a „• �- P'r ar. 7 jp!k , M WJ 3' tee' - h£��, .�1#5 iilaY�e `� �� i•�_#��ir��y 1'� it tk. �,'tom� ,�t"� .jam �"-�' � F �•1 �`f� i � _ � �i� Hk ILI Jr ` �':'mot t _ �'t%t � fF 1•� d.��r Sv • • • • • • s Yn r ' # "fit" f�y,t �. r.. ,_.ram • a f -, ./; .Y / "Y Nam.A -' 4 4 W.! f" 1 1 PHOTOGRAPH E SOUTH WALL OF SHED (SHED IS LOCATED DIRECTLY NORTHWEST OF THE BARN) PHOTOGRAPHER FACING NORTH THE 500-GALLON GASOLINE STORAGE TANK WAS LOCATED BENEATH THE AREA DIRECTLY WEST OF THE SHED 1 ' PHOTOGRAPH F EXPOSED AND CUT 500-GALLON GASOLINE STORAGE TANK LOCATED DIRECTLY WEST OF THE SHED . .�, � e .` i �►a?`#�A, �� � s_d.* �'C'" lT^�8.;{� � � � - � WIN� t h , • 0 � 0 � �yy • "x yjI 4 X � �� `rrI. � :p• f •} �\ :lifer t ?; yeK Ira.t�Y.0 'i' e.q> � .,..y y�! ...• ,k��; � i+-�,�r sS+i•'�tr7� e,*�.. r � .�' V L wT zv t•• c '� '� .tt v r ♦ •st a e .• •. 1 � rry�e, f�'� `a'Q N 6. � t f' y • v t:-,`�•'h"�,s. erY 1 �f 'Ik�On'v $ F -1$f 'L '-e} Vfq ! d.+ f .xr°►vS �: M��a "�,, ,i+li l .. _� '► t�t �e��.$',k•b'vh r r e � i tv+°5A o`e` ,4� � tir at �,� ��13�a1 r» f,y.'�+� V��,,t�p +4u�. a"°' .��� ,�a � aix��r' q-c�•� �„'z' fir+p ,� �; �S�"{,�•-��rra�a � " -� # �i evAG�^�'�"��y^�•x�8° `�'�'`r„'yp�r ."'y-s,.d`'"�`Y "+ �.�'�, iw i. '•yr���ak 'y� '.. s .,.r�'3•�S"v�t��".��,. wTf t- IF- r� f • � 4 3L rfVe a , f .•r _` '` •2$'�Xjt``�'�it«��.i'J,�`nlL. +ii."di1AFiFti'. ' R a X3 � �-. �yaS�s, 5�"I. r• "3`. ».N't t `p '.. ..:.�� •- �»� �,+• -•• �,�;��•,a'� �` r`, �, yeses....... r 's r r 9 t .fit �- 74M1if •... rr. q �� '., S it om c i >�"�5 ,.{��c`s �lq,;;�,�!"'y ��w 9 y'�dl ial,• j�'�Q -+n I.r�fG '?�'�.� 7!r�"'is _'. �.'�' #�.t ,+� .r xt• 'i 4.P-- "'����d+�1�.,�t •9' Y� i �h !'��, t-'�`�F �1.,� 'tw1.yL,��b�7 +5• + Ad�$A• "�M 1 1 1 1 1 1 APPENDIX B ' LAB REPORT i Geo abs,Inc. Thursday, January 19, 2006 3 GeoLabs, Inc. 45 Johnson Lane Joseph Hobin Braintree MA 02184 Compliance Environmental Tele: 781 848 7844 P.O. Box 1749 Fax: 781 848 7811 Attleboro, MA 02703-0031 TEL: (603)424-8444 FAX: (603) 424-8441 Project: Eel River Rd Location: Osterville MA, 02703 Order No.: 0601212 Dear Joseph Hobin: GeoLabs, Inc. received 1 sample(s)on 1/16/2006 for the analyses presented in the following report. There were no problems with the analyses and all data for associated QC met EPA or laboratory specifications except where noted in the Case Narrative. If you have any questions regarding these tests results, please feel free to call: Sincerely, Jim Chen Laboratory Director GeoLabs Inc. Date: 19-Jan-06 CLIENT: Compliance Environmental Client Sample ID: S1,East End Lab Order: 0601212 Collection Date: 1/12/2006 Project: Eel River Rd Date Received: 1/16/2006 Lab ED: 0601212-001 Matrix: SOIL Analyses Result Det.Limit Qual Units DF Date Analyzed TOTAL PETROLEUM HYDROCARBONS 8100M (8100M) Analyst: KH Total Petroleum Hydrocarbons ND 5.43 mg/Kg-dry 1 1/17/2006 Surr:o-terphenyl 81.0 40-140 %REC 1 1/17/2006 i . I Qualifiers: ' Value exceeds Maximum Contaminant Level B Analyte detected in the associated Method Blank 1 E Value above quantitation range H Holding times for preparation or analysis exceeded J Analyte detected below quantitation limits ND Not Detected at the Reporting Limit S Spike Recovery outside accepted recovery limits Page 1 of 1 CHAIN OF CUSTODY GeoLabs CHAIN NUMBER: L? 4 GeoLabs, Inc. y., x Page of Environmental Laboratories ,; g SPECIAL INSTRUCTIONS 45 Johnson Lane 4 Braintree, MA 02184 Office: 781-848-7844 Fax: 781-848-7811 Note: JOBS WITH INCOMPLETELY FILLED OUT CHAINS WILL NOT BE RUN. CHAIN WILL BE RETURNED TO CLIENT FOR COMPLETION TYPE OF CLIENT: BUS_LAB HOMEOWNER. NOTE: HOMEOWNERS, LAW FIRMS MUST PAY WHEN DROPPING OFF SAMPLES Client: X co rn P t i ance EAYvi raA#n-Qs*>i Project Number: X F-e I R i V e R. PT4> CHANGES REQUESTED? Y N Address: X F0 86\< I'l 147 NO P.O. BOXES Project Location: X BY DATE 11 f34cRRCo4t1t1- Dr.. T+t'T-L�boirc� rn tj 0a7o� Phone: •X S41,91 aa.3- 3 S►';I_ Fax: 57,418 — a;r 3 3 S 6 S— Purchase Order#: Contact: X -To le_ 1-j c9 V&i Collected By: X-Tb ,� + Received on ice? E-mail: ANALYSES REQUESTED COLLECTION CONTAINER , S UJ Q M 0 A A y L SAMPLE T nn P B SAMPLE Y A T O R R GEOLABSAMPLES A ID LOCATION P R M A E B E E E E N I P B S NUMBER IL p D T X -w H S 1 Irt�m� p sK FAst �Nfl A� I a a� ° Verbal results given to by(date/initial MATRIX CODES: CONTAINER CODES: PRESERVATIVE CODES: Relinquished By: Date/Time Received By. Date/Time: GW=Ground Water A=Amber B = Bag 1 = HCI 5 = NaOH 16 0aIo a c WW=Wastewater G = Glass P Plastic 2 = HNO3 . 6= McOH IPRINT: :rs.e 1--16 i IQ �P DW=Drinking Water S= Summa Canister 3 = H2SO4 7 = ICE Relinquished By: Received By. SL=Sludge O =.Other V=VOA 4= Na2S203 S=Soil A=Air Terms: Payment due within 30 days unless other arrangements are made. Relinquished By: ea ived By Labs: i to D� O=Oil OT=Other Past due balances subject to interest and collection costs. kA L I. a 1 r APPENDIX C OHM TRANSPORT and DISPOSAL 'I 1 FPi i�)IRO—SAFE. = FAX NO. :5019899 093 Jan. 20 20OG OS:30PM P3 hlako applieatlan to local lie Department, Fire Department retain original application and Issues duplicate as parmi lt. �00,`ia,,4, e nea/ re�R13PV'0W -- rV .rI 01a*e&el,C K'M G�M CC W,4Ad APPLICATION and PER ITfor storage tank removal and transportaticn,to approved tank disposal yard in accordance with the provisipns kl'490'�) ' of M.G.L. Chapler 143, Section 38A, 627. CMR 9.00, application is hereby made by: OEMs Estate of Townsend flot:ner c/o Richard Largay, TankOwnartvarre(pissseprint) ESQ X alonalum el apD ttg crp'ertrt�— Address 407 North Street,. Hyannis, NSA 02601. srradt ny etare ZIP ( CompanyNdme ., Enl_viro-Safe Corp. Caarindtvtdual j5.A.uj /CHat - 19I3 �7a.r, .3ebastian Drive �1 ' •� ,. 4 ar prypt Address .,,.... ....... . Address ���ic•.• Sani�wt.ah, MP. Farr S'�t4t�.•�..�;6� ertr . Signatturl(it applyiny ror permit) Signature f(if applying for peAit) �- 0 IFCI°Certified Other I 1 CI .FCI'Certffled pt..8pO Other . TankLocaton•_ 239 „Eel River Road, Osteervill.e , MA a"tat1 Addiam cny — Tank Capacity 110stiona) t o" SubAanca'Last Stored *2 o.41 Tank Dimension'.(diameter x length) tlerrarks; [i .a , e e • Firm frA spflrting nrasta- L n v i t o-S e axCorp. State Ltc.# __.M A 3 2 9 Hazardouswaetemanlfeat# M.AQ655659 B,P.A,O_ mkc,100001617 Approved tank disposal yard Turn a r f Inc. _Tank yard•f# 002 Type oflnertgas.,,,,r-. iankyardaddrvss 235 Commercial Street, Lynn, MA City or Town Osterville FDIDf# _ 01920 P9rmlt# Date of issue a 10jary 12. 2M6 Date Of expiratlon 1006 Dip safe approve.]number. 20060102 i big Sate Toll Free Tel. Number•600.3"22-4844 � �•• +ram- � + Signature i Tide cf pfficer granting perrntt '�"� 1':itr; ►'nv�,,wrx�.v ,�.,R. 4 After removal(s)("Consumptive Use"fuel oil tanks exempted)send Form PP-29OR signed by Local Fire QQpt•to UST Regulatory Compliance Unit,Department of Fire Sarvicas, P.Q.Box 1025,State Road,Stow, MA 0177.6, 'International Fire Codo Institute L82(revised 4197) F -1 :ENVIRO7 SAFE.. FAX NO. :5058889093 Jars. 20 2006 05:31PM P4 Make application to local Fire Department. Fire Department retains original application and Issues duplicate as Permit. VjAP&PLICATION and .PERMIT Fee-, *26- for storage tank removal and transportation to approved tank disposal yard in accordance with the provisions of M.G.L. Chapter 148, Section 38A,w527 CMR 9.00,application is hereby made by: e Estate of Townsend Horner Tank Owner Name(please print) , c/o Richard Largay. FSQ X pnapna aAP r+B �l -u• Address 407 Norm Street, Hyannis, MA-_Q2601, srn�r city stare ZIP Company Name Enviro—Safe Corp. Co.or Individual Per _ P r Address 14B Jan Sebastian Drive Address � • .� Sandwich, MA f t!/te-V'zaz n 0c. . �i Signature(If applying for permit) Signature(if apprAng Ir permit)+ �,v''`.c tr-.•rc. 0 IFCI*Certified Other 0 IFCI"Certified 0 LSP# Others. �Tank Locabon 239' Eel River' Road, Osterville,_ MA sre�r avareea vlrY Tank Capacity(gallons) v� Substance Last Stored ---tasoI ine Tank Dimenslons(diameter x length) 11 • • • Firm trartt+porifngwaste Enviro—Safi CorA. _ State410, MA#3.29_ Hazardous waste rnanifestft E.P.A.#,_,_, MAC?0 0 0 01617 _ Approved tank disposal yard Turner, Inc. Tank yard# 002 Type of inert gas Tank yard address 235 Commercial, Street , Lynn_c__MA. ^T^ I CliyorTown - Ostervi,lJ.e 1=t?ID# 01420 Permit#__ Date of Issue January 12, 2006 Date of explratlon r „.���H• 9,nn�,1; Dig safe approval number: 2 00 6010 2 tfl'a Dig Safe Tod Free Tel. Number-800.3224s" Signature/Title of Officer granting permit After removals)("Consumptive Use'fuel oil tanks exempted)send Form FP•29OR signed by Local Fire Dept,to UST Regulatory Compliance Unit,Department of Fire Services,P.O.pox 1025,State Flood,$tow,MA 01775. *International Fire Code inaMute '-292(revised 4/9'>) FROM :ENU!_: -GAFE M FH; -HG. :50ee869093 Jan.. 20 200G o5::KIPM P2 ' Make application to local Fire Department. Fire®egartment retains original application and iasuea duplicate as Igerms`t. 14 APPLICATION and PERMIT for storage tank removal and transportation to approved tank disposal yard in a000rdarice with the provisions Of M.G.L. Chapter 148, $eotion 38A, 627 CMR 9,00, e 1 �I __•_ pp lcation is hereby mad®by: Estate of Townsend Horner Tank Owner Name(please print) crQ Richard Largay,r ESQ X Addreee„-.40 7 NQ_ t h S t P e , wrorrre a- or ---- & �,_. ):I�r a•C1 s, m A Opp l --.�_.. •CompanvName Envxro-Safe Corp. Co.or I!�n * - Qc( s•fj Address 14B �7an Set�agt i an Drive Address Sandwich, MA rrAi7 ' signature(if app inq for permit) ^' / f Signature�(o a pI�n for perm ) /tom 7�Addlw'; _2_ G'V t�2C ��lWoo Certtfled Othered C].LSP# otherTanlcLocation 239 e1 Rivez Rrville MA �ra`s ( Tank Cspaoriy(gailons) 500 fJST Substance i.aat Stored. 42 oil. "tank Dimensions(diameter X length) i Remarks: -- e f Mrmtransponingwaste Enviro--Safe Oar State Llo.# MA#329 H'Vardous waste man`Pestit MAo ;556 y E.P.A.# P1AC pp _,v�001617 Approved tack disposal yerd !�ur r3 e r, T n c. Tank yard# 002 Type of Inert gas_ T --- — - �- ankyardaddress?35 Commercia] Stream,L nn, 4A City or Town Ost:erville FCiiDN 01920 ate of Issue .ia ar 2 6 Permil# bate of expiration Dig safe approval number: 2QOF>0102 gDIgSafe Tall Free Tel. Number.8+7D-322-4f34d ignature/Tina of Officer grantin g g permit �A+��w ----- "'_'� wr;.,� �a fdtor removal(s)(°Consurnptve Use"fuel all tanks exempted)send Fonrt Fp•280R signed by Lora)Fire Llept to UST Regulatory�+ mplir;noe Unit,Department of Fire S®rvlcas-P,O. Box 1025;State Road,SLOW,MA 01776. ternatiOnal Fire Code Institute 2 f r•vlAetl4/97) "a W M 'M On- M NO M M Im M M vybaafwtat 57.0 Sovitto - r#."oa ek Stan 57-W wmr"l TANK DATA TANK/REMOVED FFRbM RECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE TANK r.e n m 4i[�R ft. Gallons NAME AND ADDRESS OF APPROVED TANK YARD , f..P)?!4l1'I®IrQEIr' . Lmm.MA Otis Previous COO (hie.sad Street) APPROVED TANK YARD NO. Tank Yard Ledger 502 CMR 3.03(4)Number. 1 Diameter LlnQt6 ( ty or owe) I eartlfy under penalty of law I have personally examined the underground steel storage tank delivered to this"approved tank yarde by firm.corporation Or DartrreMW and accepted same in oonformanee with Massachusetts Fire Prevention Regulation 502 Date Recei :m& CMR 3 p�ce.-p�t,-.mot,-, ns n nd Steel Storage Tank dismantling yards.A valid permit was Issued by LOCAL Head Of Fire Department. Fir!Departmrnt Permit#. FDIOe y. transport this tank to this yard. Serial#(If available) Name 'a1 tltle of approved tank yard Owner or owners author)ed roprea ve: Tank I.D.#(Form FP-290) a Tu T TLE. DATE SIGNED Owner/Operator to mail revised co of Notification Form This signed recelpl of disposal must be returned to the local head-of the fire department DIDa_____pursuant to 502 CMR 3.00. PY (Stow, or 01775.)to:UST Compliance, Office of the State Fire Marshal,P.O.Box 1025 State Road,Stow, MA 01775. EACH TANK MUST HAVE A RECEIPT OF DISPOSAL am�saovuuea��i ✓vtuaPlra TANK DATA TANK REMOVED FR011cr �tfii4aLarrwt eb'�at Saruitld- i�oa L4e Start�iat�4�rok4l `��, RECEIPT OF DISPOSAL OF UNDERGROUND STEEL STORAGE Gallons TANK - r.w n nr�� -�-� �,• may. (C !/ NAME AND ADDRESS OF APPROVED TANK YARD _ &N - Previous COntenti71(k� Diameter Lenatb (City er owe) UrPROVED TANK YARD NO. _ Tank Yard Ledger 502 CMR 3.03(a)Number. l / aNfy under penalty of law i have personally examined the underground Steel atom tank delivered to this' Dar!Reedved Lr ge approved tank yard-by fart,mrporetion or r and accepted same in oorntomunce with Massachusetts Fire Prevention Regulation 502 Serial#(If available) Fire Department Permit# MR J.��e i a�proegO Um4elpmund Steel Storage Tank dismantling yards.A valid permit was issued by LOCAL Head of Fire Department. Dtm G/ Cal t/.L/ to transport this tank to this yard. errne a tiai tltle Of approved tan rd Owner Or own th zed rep entative: '- Tank I.D.III(Form FP-290) ' u n 1163166 Owner/Operator to mail revised copy of Notification Form(FP290,or FP290R)to:UST Compliance, ipt MIX DATE SIGNED Office of the State Fire Marshal,P.O.Box 1025 State Road,Stow, MA 01775. is signed of disposal must be returned to the local head of the fire cape nl FDIDe_____pursuant to 502 CMR 3.00. CH TANK MUST HAVE A RECEIPT OF DISPOSAL � s � - Tcanrmoozuieal!! �faadac/rya �. DG�aaLreurt as�mt Stauittd - o�Lei Staff;76W%44e441 �C � TANK DATA TANK REMOVED FR011f RECEIPT OF DISPOSAL OF UNDERGROUND STEEL.STORAGE TANK j r.wnm �rart�Ir Gisrf NAME AND ADDRESS OF APPROVED TANK YARD ;yn(`a„fgglfimm�6„y�°1)'. - Gallons . h i cc,/Bn API 01905 Previous contents (Ne.sad strut)V APPROVED TANK YARD NO. t�Da` Tank Yam Ledger 502 CMR 3.03(!)Number. L Dlamlter. I,lp�p O c I dertlfy LM7lr penalty OI law I have personalty examlmed the underground steel storage tank delivered to this approved tank yard'by Am,Corporation o � ( ry er ewe) paMeretdp and accepted same in conformance with MassacJnuseds Fire Prevention Regulation 502 Date Reedved CMR 3.0?.P ' for e,pprovjdd un and Steel Storage Tank dismantling yards.A valid permit was issued by LOCAL Head of Fire Department .— //� Fad�c G �7 �to transport this tank to this yard. Serial#(U available) �DPa�nt Permit# vane title of approved tank yard Omer or aumonze0 repre five: lD� - tit TITLE (/ ` Tank LD.#(Form FP-290) DATE SIGNED vs.signed pt of disposal must be returned to the local head of the fire departme FDIDN_____pursuant to 5D2 CMR 3.00, Owner/Operator to mail revised copy of Notification Form(FP290,or FP290R)to:UST Compliance ►chi TANK MUST HAVE A RECEIPT OF DlsvosAL Office of the State Fire Marshal,P.O.Box 1025 State Road,Stow, MA 01775. COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF HAZARDOUS MATERIALS One Winter Street Roston, Massachusetts 02108 Please print or type.(Form designed for use on elite(1 2-pitch)typewriter.) UNIFORM HAZARDOUS 1.Generator US EPA ID No. Manifest 2.Page`9 Inforniationin the shaded areas WASTE MANIFEST s Document No. of Is not regwred by Federal law. 3.Generator's Name and Mailing Address f -�. A�StaptfstDocuent Diu t n �, M. 13 Mate en IE r r A 4.Generator's Phone 1 487 NOM_'ST Q' 5'Transporter 1 Company Name 6. US EPA ID NuniberLn C Stake Trans ID 7.Transporter 2 Company Name 8. US EPA ID Number DTransppY �si�'hone( ' '� In � .-D nj 9.Designated Facility Name and Site Address 10. US EPA ID Number OFrrnsptSrte�r s hoi181 Mr a , n 1771 VUSNUM Wr STYGStateFixIC �tAt' egUli , H aacr�rty 3hutef ss s >" :. -C 12.Containers,w 13. 14. 11.US DOT Description(Including Proper Shipping Name,Hazard Class,and ID Number) Total Unit yYase Nod .. No. Type Quantity Wt/V.1 N � t ' C r*i G b' z E I'I CO N T c 0 O rr'1 R d' —� ' H J 'dii C7 cn #ansf ' fetr Ist skt3tfA vfmc � ica) tae t ��i � 1 Ii '' ads eista1-,vet f/1 �y 'b � .�zMlltft ca 15.Special Handling Instructions and Additional Information 16.GENERATOR'S CERTIFICATION:I hereby declare that the contents of this consignment are fully and accurately described above by - proper shipping name and are classified,packed,marked,and labeled,and are in all respects in proper condition for transport by highway according to applicable international and national government regulations. V If I am a large quantity generator,I certify that I have a program in place to reduce the volume and toxicity of waste generated to the degree I have determined to be economically practicable and that I have selected the practicable method of treatment,storage,or disposal currently available to me which minimizes the present and future threat to human health and the environ- ment;OR,if I am a small quantity generator,I have made a good faith effort to minimize my waste generation and select the best waste management method that is available to me and that I can afford. Date y Printed?ypedName n icy#_k0 ignpture j L� Month Day Year . Of T 17.Transporter 1 Acknowledgement of Receipt of Materials li" Date R g V N pedName r riatute,. Month Day Year x J P c,. 0 18. = 2 `Ack owl memo. eCeipt of erials Date R _ T Printed/TypedName Signaturery Month Day Year E R 19.Discrepancy Indication Space F I A C L 20.Facility Owner or Operator:Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19. 1 Date T Y Pr)nted/TypedName Signature Month Day Year Form Approved OMB No.2050-0039 EPA Form 8700-22(Rev, 9-94) Previous editions are obsolete COPY>8 : GENERA TOR.RETAINS COMMONWEALTH OF MASSACHUSETTS DEPARTMENT OF ENVIRONMENTAL PROTECTION DIVISION OF HAZARDOUS MATERIALS One Winter Street Boston, Massachusetts 02108 Please print or type.(Form designed for use on elite(12-pitch)typewriter.) UNIFORM HAZARDOUS 1 1.Generator US EPA ID No. Manifest 2.Page 1 Information in theshadedareas Document No. WASTE-MANIFEST u of is not required by Federal law 3.Generator's Name and Mailing Address A State PldanifestocsarteilYNum[�er i ; T MAz, Q65566t1` � n g - S#ate Gen A. iD s U t 4.Generator's Phone( 1i MAXIMr 5.Transporter 1 Company Name 6. US EPA)15 Dumber £St to ransr.ED £, a c 0' 7.Transporter 2 Company Name 8. US EPA ID Number D Tratisportecs Phone°{ _ 0' fBtE°�PanS Ifs �'s ac�r y - - w _; O _ rvi 9.Designated Facility Name and Site Address 10. US EPA ID Number I I a I <I mvxrswo&a Kale. �r Jr! f . R ` �StateFdcl))#y sID pE Ftf3ltff're51 � Lima"- h- .. M : . .b t Fa tltty Phorfe(� � V 12.Containers 13. 11.US DOT Description(Including Proper Shipping Name,Hazard Class,and ID Number/ Total Unit No. Type Quantity Wt/Vol - a, t _ G . b' M c E _ Z o IN m E 1 A R c A .. D 0 T. O C Q, R d r*1 J RddltlonatDescnp `Ft F` a �v04 cludeY" rysrc sedt Ali Z *�S br rr sx, r tr kY y: MINOR � �' �.."� �`' �.. N I ZIEL� ��� t aj ,�,,�-, - "�a �:, ma's v_x f Mall AD III �§�ii#s"��`'r�ka: t a�x..3��"c 'a` ��`,�,�^« ��a.s'��ff�'^.� ��� ¢ k�ta�s,� c a ,y�,• c, '���� °"��� � �`§� 15.Special Handling Instructions and Additional Information 16.GENERATOR'S CERTIFICATION:I hereby declare that the contents of this consignment are fully and accurately described above by _ proper shipping name and are classified,packed,marked,and labeled,and are in all respects in proper condition for transport by highway according to applicable international and national government regulations. U If I am a large quantity generator,I certify that I have a program in place to reduce the volume and toxicity of waste generated to the degree I have determined to be economically practicable and that I have selected the practicable method of treatment,storage,or disposal currently available to me which minimizes the present and future threat to human health and the environ- ment;OR,if I am a small quantity generator,I have made a good faith effort to minimize my waste generation and select the best waste management method that is available to rite and that I can afford. Date y , Printed/TypedNam S'natur r Month Day Year A , R R 17.Transporter 1 Acknowledgement of R ' ipt of Materials V N Printed/T dName Signature _ Month Day Year g r R 18. Tans orfer 2 Acknowled erilent of Recei t of Materials "'s e P P _ g " Date T Printed/Typed Name Signature E Month Day Year. R Y9.Discrepancy Indication Space F A ' C L 20;Facility Owner or Operator:Certification of receipt of hazardous materials covered by this manifest except as noted in Item 19. Date Y Printed/TypedName Signature Month Day . Year Form Approved OMB No.2050-0039: EPA Form 8700-22(Rev. 9-94)Previous editions are obsolete COPY>8 : GENERATOR RETAINS I— — — — — 4'-9" 'IDUTDOOR SHOWER 4" i 770 2468 TYPE 3 .... .. R POWDER CWANGING o� W co 12"CABINETS BELOW CABANA BAR-TO DETAIL. -71 F. .' UND, , �. __- o--------- 2 z :POOL ®ECK PLAN .1/4 1'-0" l 06 E I CONCRETE STEPS .. a TO GRAD AS REQUIRED` 10"FOUNDATION.WALL SEE.STRUCTURAL MECHANICAL ° (POOL EQUIPMENT AND STORAGE) a d F®UN®ATIO V PI AN s. 1/4' = V-0" . mb s COLLAR TIES, INSULATION NOTES ROOF:R-30 . WALLS:R-19 I FLOOR:R-30 POOL'DECK e. . EL:19.3- �e (BEAM--SEE STRUCTURAL) . e CONCRETE STEPS N, TO GRADE a CONC.SLAB a. \ EL:11.05' 90 V�CTIO V . 1/4"=1'-0-- , r s: I I •I ll 6 REAR ELEVATION 1/4"= 1'-0" fps my a i. y.r.. I HOUSE SIDE ELEVATION 3 f/4,1 _ i l_OII j,- i t 1 HATER SIDE ELEVATION w POOL SIDE ELEVATION., 1/4 1'-0" 4 i o , From: "John O'Dea"<john@sullivanengin.com> To: "'Stanton, David"'<David.Stanton@town.barnstable.macus> cc:-- <ej axtimer@comcast.net> Subject: 239 Eel River Road Date: Tuesday, November 20,2007-11 A 131-AIVI David, After our phone call yesterday,the contractor called. The-plomber intends to install-an ejector pump, and run the line into the--main house.-. Do you need anything from us to sign off on the buildingpermit, or is this handled by the.plumbing inspector? John i To wn of Barnstable > # /tv I/vim Departinent of Regulatory Services, o i Public Health Division Date NAM syq,•�� 100 Main Street,Hyannis MA 02601 Date Scheduled Time rice Pd.- Soil Suitability Assessment for Sewage Disposal - J Performed By: tV c- Witnessed By:�b LOCATION&GII NERAL INFORMATION Location Address Z3� C.e1 ���12r4� Owner's Name f/\iC�gQ' mUvC�C'r1 Cr�ir�P ,or U•Zy�t . � Address we7},,,, v� 3 - Engineer'sNeme Assessor's Map/Parcel: l 1 5-bv(:e •"` - - - - � .Y�,_ __ N13W CONSTRUCTION REPAIR Telephone M.' 508` `I Z 8 33 y 14 12�;Dc-"-riPr� Slope O" Surfa�eStones Land Use I i^ Distances front: Open Water Body_ 100 .- R Possible Wet Area. M A R Drinking Water Well �_11 �� ��� R .Other Drainage Way . '�A--R. .Property Line 1�_._— t -ro MUM:(Street name;dimensiotu of lot,exact locations nicest holes do pert Ipsts�,lociite_wetland§in proximity to holes) I,_ S�i:'i"G�•i ��p N o io • 1 � parent tnaleriel(geologic) �""�c,�&Sh PcPT +u - Depth to Bedrock 200 �'3taU &1 Depth to Grvundtvatcr: Standing Waler.in Hole: (� Weeping front Pii Tace . �Q u . Gsthnaled Seasonal High Groundwater MERMINATION FOR SEASONAL HIGH'WATI+;R TABU'; Method Used: ) i"Lt_d5. Depth Observed standing In obs.holes _ Ao to�_ in: Depth to soil mottles: Depth to weeping Rom side of obs.hole: TA 1�,r t in. Groundwater Adjustment R• Index Well ay Reading Dalc: Index Well level _ Adj.factor Adj.Groundwnter Level t e7��0'Z Time ,�'gdai • PI+RCOLATION TEST Bid. r F ,4 Observation Time at 9" . tin —�- C= HoleN 2 g t 7` �'" Time at 6" } Depth of Pere "' j 10 . - I Start Pre-sunk Time Q, ff 3;hAl t+� �,Time(97-611) < < �� End Pre-soak- `.1+ - - Rate Mi"Anch 0 n Needed(Y/N) nal Tests . . AIIO Additional B CJl t'" Site Suitability Assessment: Site Passed Site TndeJ: V�_ r 1 Observation Hole Dsta To Be Colnpieted on Back, S Original: Public Health Division r ***If percolation test is to be conducted Within 1009 of Wetland,you must first notify tile Barnstable Conservation Division at(cast one(1)Weelt prior to beginning. Q:I IEALTiUWPlPERCFORM DEEP OBSERVATION IIOLE LOG Ilulc It Ucpth hum Soil Ilorizon Soil Texture Soil Color Soil Other Sitrlitce(lii,) (USDA) (Munsoll) Mottling (Structure,Shines,lJouldets. Cansi�mnnv °�atlrnvell t= L L- MU LT t - l_A-e Lea.wtY F;rur SA4U0 10 S 3 itilo lzoais -� N6 CoAe5&SMU 0 uoq2 a AP VJ sr-&u DEEP OBSERVATION HOLE-LOG Hole It �. Horizon Soil Texture Soil Color Soil Other Depth from Soil I . . p Surface(in.) (USDA) :(Munsoll) Mottling (Structure,Stones,Boulders. Consistcncv.%nraycll sl t!u�0 . (U� ?15'(e_ W 4 y 7Xp �. Jq0 W A DEEP OBSERVATION HOLE LOG IIoIC 11 3 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surrnce(in.) (USDA) (Munseil) Mottling (Structure,Stones,Doulden. Consistcncv Cr0 1,0A J �AC-0 SA,V o C --� / / o � bL.'s s - 44, C �9 1 I� I DEEP OBSERVATION HOLE LOG Rule H Depth ftom Soil Ilorimo Soil Texture Soil Color Soil Other Sur race(in.) (USDA) (Munsoll) Molding (Structure,Stones,Boulders. Consislgicv-%Qravcll (Z.vV SA&n M.C—p SA. N D �-�- ti�E3 mc> Flood Insurance Rate Map: Above 500 year flood bottdary No Yes Within 500 year boundary : No_ Yes C� Within 100 year flood boundary No Yes DPBIh of Naturally OccurrinE Pervious ateriai: Does at least four feet ornaturally occurring pervious material exist hi all areas observed throughout the o area proposed for the soil absorption system? YE If not,*what is the depth of naturally occurring pervious material? Cct titicaliun I certify that on 1�Lzt L �S (date)I have passed the suit evaluator examination approved by the Department of Envirownental Protection and that the above nunlysis was performed by Inc consistent with the requiM,,,cxng, erns ud experience described in 310 CMR 1.5.0117. Date J u LSignatur Q:I ICA.LTI IMPFRUORM I DATE -4-2/2 3/0 PROPERTY ADDRESS 239 Eel River Rd (Garage) Osterville MA 02655 On the above date, the septic system at the address above was Inspected. This system consists of the following: Based on Inspection, I certify the following conditions: 2.. 7h.1,6 .iz not a 7it 2e Five ze/2tic .6y.Aem.Jh.i.6 .i.6 a aewage zy.tem with �. .s.ing$e ce iflooi 3.1 Septic zyztem i..6 -.in /.iaivae ky Baanstagie Boaad o�O_ a.2th 71 SIGNATUR Name: Robert A. Paolini Company: Joseph P. Macomber & Son Inc . Address: P. 0. Box 66 Centerville, Mass 02632 ' Phone: 508-775.3338 or 508-775-6412 � fTt No JOSEPH P. MACOMBER & SON,. INC.. Tan ks-Cesspools-Leachf fields Pumped &.Installed Town Sewer Connections P.O. Box 66 Centerville, MA 026,32-0066 775-3338 775.6412 :: :' • COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE:OF ENVIRONMENTAL AFFAIRS a DEPARTMENT OF ENVIRONMENTAL PROTECTION Y y. TITLE 5 OFFICIAL INSPECTION FORM—.NQT:FO DISPOSAL SYSTE SYSTTARY EM SUBSURFACE SEWAGE DIS PART•A CERTIFICATION Property Address: 239 Eel River Rd (rage), ( stervi 1 le MA 02655- Owner's Name: Townsend Hnrnor Owner's Address: Same Date of Inspections " 2 23 06 Name of Inspector:(please print) Rob rt. A al Company Name: -S:o.n Inc. Mailing Address: Cen a zv e, asps. 026 32 Telephone Number: CERTIFICATION STATEMENT I certify that I have personally inspected the.sewage disposal system at this address and that the information reported below is true,accurate and complete-as of the time of the inspection.The inspection was performed based on my training and experience in.the'proper function and maintenance of on site sewage disposal systems.I am a DEP approved system inspector pursuant to-Section.15:340 of Title 5(310 CMR 15,000). The system: es -Conditionally Passes Deeds Further Evaluation b the Loca Appr ving,Authors 111.E r�� �00� Inspector's Signature: Date: �3— ` The system inspector shall submit a copy of this inspection report to the-Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a sleazed system or has a design flow of 10,000 gpd or greater,the inspector and the system owner.shall submit the report to the appropriate regional office of the DEP.The original should be sent to-the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ""This•report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or differc4t conditions of use. f Page 2 of I 1 OFFICIAL INSPECTIONYORM-NOT YOR VOLUNTA•-Y- ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FOIE PART A CERTIFICATION(continued) Property Address: 239 Eel- River Rd (Garage) n_GtArville -MA_02655 _ Owner: Town Pncl Nnrnor Date of Inspection: �2..2 3.4 0_ Inspection Sunizi y: .Chock A,B,C,D or.L' / LA WFAY''S�eomplete,all of Section.-D A. System Passes: NO qES I have not found any information which indiCates'fhst any of the failure criteria described-in 310 CMR 15.303.or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below: Comments: Septic 31/b.tem jh .in Paap��no B. System Conditionally Passes: NO One or more system components-as described in the."Conditional:Pass"section.need tq be.replaced,or repaired.The,system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. NO The septic tank is metal and,over20 years old*or the septic tank(whether.metal or:not)is..structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank.;as approved by.the.Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: N.o Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box.System will pass inspection,if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: NO The system requited pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain:. 2 Page 3 of 11 OFFICIAL INSPECTION FORM=NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 239 Eel River Rr] (rarage) Ostervil a MA 02tic;g; Owner:, Townsend Hornor Date of Inspection: 00 C. Further Evaluation is Required by the Board of Health: N 0 Conditions.exist which require further evaluation by the Board:of Health:in order to determine if the system is failing to protect public health,safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: n o Cesspool or privy is within 50 feet of a.surface water n oo Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh Z. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: a o The system has a septic tank and soil absorption system(SAS).and the SAS is within 100 feet.of a surface water supply or tributary to a surface water supply. no The system has a.septic tank and SAS and the.SAS is within a Zone 1 of a.public water-supply. n o The system has a septic tank and.SA&and.the SAS is within 50 feet of a private.water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more frottl a private water supply well".Method used to determine distance vizua2 _0 "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution front that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5.ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION-.FORM PART A CERTIFICATION(continued) Property Address: 239 Eel River Rd (Garage) Osterville MA -02655 Owner: Townsend Hornor Date of Inspection: 2 f 2 3 1 D. System Failure Criteria applicable to all systems:. You must indicate"yes",or"no"to each of the.following,f6r all inspections: Yes No _ X Backup of sewage into facility or system component due.to overloaded.or clogged SAS.or cesspool X Discharge:or ponding of effluent to the surface o€the:ground or.surface waters due to an,overloaded or clogged SAS or cesspool _ X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. _ X Liquid depth in cesspool is less.than.6"below invert or availablervolume is less than%.day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped X Any portion of the SAS,cesspool or privy is below high ground water elevation. X .Any portion of cesspool or-privy is within 100 feet of a surface water supply or tribtitary to a surface water supply. _ X Any portion of a cesspool or privy is within a Zone-1,of a public well. _ X Any,portion of a cesspool or privy is within.50 feet of a private water supply well. _ X Any portion of a cesspool or-privy is less than 100 feet but greater.than 50 feet from a private water r supply well with no acceptable water quality analysis.[This system.passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates..that the well is free from pollution.from:.that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than-5 ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached.to this fora.] NO (Yes/No)The system fails.I have determined that one ormorerof the above failure.<criteria exist as described in 310 CMR 15.303,therefore the system.fails.The system owner uld contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a.facility with a design now of 10100.0 gpd to 15,000. gpd• You must indicate either"yes"or"no"to.each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no X the system is within 400 feet of a surface drinking water supply X X the system is within 200 feet of a tributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone II of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered..., "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CUR 15.304.The system owner should contact the appropriate regional.office of the Department. 4 Page 5 of 11 OFFICIAL INSPECTION FORM_-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 239 Eel River R&'(Garage) Osterville MA 02655 Owner: Townsend Hornor Date of Inspection: a/2 3/0(c Check if the following have been done.You must indicate"yes"or"no"as-to each.of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? X _ Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? XN/A Were as built plans of the system obtained and examined?(If they were not available note as N/A) X _ Was the facility or.dwelling inspected for signs of sewage back up?- X Was the site inspected for signs of break out.? _ Were all system components,excluding the SAS,located on site?. X _ Were the septic tank manholes uncovered;opened,and the interior of the tank inspected for the condition of the baffles or tees,material of construction,dimensions,.depth of liquid,depth of sludge and depth of scum? X _ Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no X Existing information.For example,a plan at�a Board of Health. X _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] Page 6 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL=SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 239 Eel River Rd (Garage) Osterville MA 02655 Owner: Townsend Hornor Date of Inspection: r2/2 3/0&& FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design):..0 Number of bedrooms.(actual): 0 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): N/,4 no .eds Number of current residents: Does residence have a garbage grinder(yes or no): no Is laundry on a separate sewage system(yes or no):no [if,yes separate inspection required). Laundry system inspected(yes or no): n o Seasonal use-(yes or no): a o 20 0 3=11, Q Q 0 ga.2.2 o n's G%D=3 0.4 3 Water meter readings,if available(last 2 years usage(gpd))?0 0 4=12. 0 0 0 cga Q o n z r1 P D=3 2.'8 7 Sump pump(yes or no): n o Last date of occupancy: no occujzancy ga2age COMMERCLUJIN STRIAL Type of esta r '.hnient: N/A Design flow(6as' d on 310 CMR 15.203): gpd Basis of design'flow(seats/persons/sgft,etc.):, Grease trap present(yes or no):_ Industrial waste holding tank present(yes or no);_ Non-sanitary waste discharged to the Title 5 system-(yes or no):_ Water.meter readings,if available: Last date of occupancy/user OTHER(describe): _ GENERAL INFORMATION Pumping Records Source of information: NIA Was system pumped as part of the inspection(yes or no):_ If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM. —Septic tank,distribution box,soil absorption system o Single cesspool Overflow cesspool _Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be ob_tained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: Were sewage odors detected when arriving at the site.(yes ovno):no 6 Page 7 of 11 e _ OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 239 Eel River Rd (Garage) _Osterville MA 02655 Owner: Townsend Hornor Date of Inspection: 2/2 /0 to. BUILDING SEWER(locate on site plan) Depth below grade: 22" Materials of construction: cast iron X 40 PVC_other(explain): Distance from private water supply well or suction line: Comments(on condition of joints,venting,evidence of leakage,etc.): ao.int.6 ate t-.ght no eeakace ,v nied .fhanunh nnne SEPTIC TANK:n o (locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene other(explain) If_tank is metal list age: _ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) .. Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee.or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity,liquid.levels as related to outlet invert,evidence of.leakage,etc.): GREASE TRAP:10(locate on site plan) Depth below grade: Material of constructiow._concrete_metal fiberglass_polyethylene_other (explain): Dimensions: Scum thickness.- Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee.or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of leakage,etc.): 2eaze tzap not 2e6 7 Page S of 1 I e OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE.SEWAGE DISPOSAL.SYSTEM INSPECTION FORM � PART C SYSTEM INFORMATION(continued) Property Address: 2 3 9 F.P 1 River-Rd (Garage) nster17-lie—MAr-02655 Owner: TownaPnr] Hnrnnr Date of Inspection: `;?/2 3/0-0 TIGHT or HOLDING TANK: n o (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass_. polyethylene other(explaitf): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working-order(yes.or no): Date of last pumping: Comments(condition of alarm and float switches,etc.): 7igh olL ho eding tankz are no.t R2ezen;t DISTRIBUTION BOX: no"(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): x iA no. tnnoAonl PUMP CHAMBER: no (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): luml2 rhnmOon ;A 1201 nnnAanf 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOTFOR VOLUNTARY ASSESSMENTS. — . SUBSURFACE SEWAGE.DISPOSAL.SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 239 Eel River Rd (Garage) -Osterville. MA 02655 Owner:. Townsend Horner Date of Inspection::; 2/2 3/Oh.' SOIL ABSORPTION SYSTEM(SAS): .(locate on site plan,excavation not required) If SAS not located explain why: Lo cat ed .6e P ?rj,2P 9 o Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system Type/name of technology: Comments(note.condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): g CESSPOOLS:riEh (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth—top of liquid to inlet invert: 0 Depth of solids layer: 0 Depth of scum layer: 6 Dimensions of cesspool: 6 X 8 Materials of construction: P.P o•n k Indication of groundwater inflow(yes br no): n o Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Loamu to medium nand no .61au o;441np»no , CeAz;n_ 0 day >»rynnf ��on .i'6 no2mn� PRIVY: no (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): P�i))U iA naf �2aoA.aa 9 .ill: Page 10 of 11 0,FNCI4,L INSPECTION VOW-NOT FOR VOLUNTARY.ASSESSMENTS SUBSURFACE SEWAGEMISPOSAL SYSTEM INSPECTION:FORM PART C: `.� SYSTEM INFORMATION(continued)" y Property Address: 239 Eel River Rd (.Garage) Osterville MA 02655 Owner: Townsend Hornor Date of Inspection: 2 23/0 _= SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or bench arks,Locate all wells within 100 feet.Locate where public water supply enters the building. ' 1 i • i low _ 10 Page 1.1 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION.FORM PART C SYSTEM INFORMATION(continued) Property Address: 239 Eel River Rd (Garage) Ostervi 1e MA 02655 Owner: Townsend H.ornor Date of Inspection: A SUE EXAM . Slope Surface water Check cellar Shallow wells Estimated depth to ground wate4- • feet Please indicate(check)all methods used to determine the high ground water elevation: -NO Obtained from system design plans on record-If checked,date of design plan reviewed: y e.s Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local-Board of Health-explaimaz 9,1L i ,1 na,%d no . Checked:with local excavators,installers-(attach documentation) Accessed.USGS database-explain /2rown.'9aanha&ie.'ma. u!s -, You must describe how you established the high ground water elevation: 11,3ed. : Cape Cod Comm.is.i:on !datea 7a8..2e Coritounz And l agiic Glatez SuPP4 Ideii head aoteet.io-n azeaz map., Se t 1995 Glate4 ae.3ou2ce6 Qllice cage cool commiaion., Leaching Pit : ,e,et Groundwate Feet Below Bottom of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method °2 Therefore,the vertical.separation distance betwten the bottom of the leaching pit and the adjusted groundwater table is feet. ` 5•nnnrr rnrre�''rrR'�nsnwr�•.t+rrfennr TOWN OF BA 130AR OF HEALTH SUBSURFACE SEWAUF DISPOSAL i�YBTt;M INSPECT ION FORM - pART,D•r CERTIFICAT�1{�N�• .411�T.; �Ttw�s*+•+^^"'''^M�� �_'~ -TYPE OR PRINT C1.B4R16Y- PROPERTY INSPECTED (Garage) 239 ,Eel River Rd Oster'ville • STREET ADDRESS ASSESSORS MAP, BLWK AND 'PARCE'L #� OWNER'S NAME . Townsen PART` D CERTIFICATION ' NAME 'OF INSPECTOR Ro 8 eat f?a.oUn i ' r • o ee li . r'lacomle?. Son Inc COMPANY NAME • Box 6 6 Cen�e2v.L. U Nabb' 026.32 COMPANY ADDRESS. Town.or City. stae<a' ttP sirs V COMPANY TELEPHONE ( 508. ) �'7.5 - 3.338 FAX 508',)790 � f 578 crWrITICATION. STATEMENT r; I. certify that I ehave persotia].'lY iesvrtedaishtrueWas.oatirate-0 eihdystem �►t this address and that t}i$ information r p omplete as of the. time .a:�f �inspection..• The inepeetian was performed and any recommenclatiotis regarding upgrade•, .maintroperefunctionpatid maintenaneeeof on- with my trainipg and expgrience in the proper site sewage disposal systems �� 1 �I�i+�• Check one; System PASSU , Vie inopeetion which I have •conducted has .,pat found any information . which indfBates that the system' fails to � adecivately. protect .public - Any 4ilure ►ieai th or the env i ropmetit as defined in' .110 HR. 1 t�3CRI'F RIAf..section o'f criteria not evaluated are as stated in the „ this• form. System FAILED* f at the • The inspection which I have bo'n @nid •ranment - in taego'rd�nces with fTi.tleto. protect the public health and the 6 , 3iq CMR 15 , 303 , and as . specifically noted on .PNRT; 0 - . FAILURE CRITERIA of this inspection .form./ Inspector Signature' rovided :to the •QwNgR., thy. BUYER ne' copy of tt&bi.>eanaf ttc, t�QnRnuo� K$n�z�jl, .. where applic • n the .owne'r' .or.9per4tor el:hal� . up�g-r.ade'•t•he system. n FA I LE, ,� d t o e uire ina e� � 'lcwsd Qr� r g: ., * If the p n action, .u»�.ees. a], within o'n.e year of the da't•e o f the i sp • orovided in q.110 CMR WaKe EPPIMallOry TO IOCal t-ire tieparyment. Fire Departrnetit retains original application and Issues duplicate as Permit. Nel a ? 1,a.(ill,a elle 1(10-e•t j 4Y 7 APPLICATION and PP"ERMIT fo-sto;--,gp.tank rurno.val and Irans,portation to approved tzv-k disposal yard In acmdance.with the provisiors I 01 M.G.;-, 01�.ap'rer 1-18, \S'rjution 35A, 5327 CNIR �.00, npplica$n is hereby made by: So-a�e of Towns(�md Hornet., Tank OvinF,;Name(please pri,-,t) -/3, Ric�.Iak:d Largay , EOQ 11671—fYiu:.;11117 P1.1 Address--!J01 cify :1411, zip Cc,or individual 15-A Q Corrpzny Name LL Addresi 143 Jai! 2elz-as -; r-! e, Addresa,,—7tia---- D-- v f ik .civrich, MIA Signaturo(if apply ng or peanit) Signature(V applying for per ,ilil) I-J' IFCI*Gi.-rtif'14Cd Other— 0 lFC11 Certified Cl L-13P.4 Other R-;.ver t e ry i I I e MA 7ank Canauliy 1000 ✓ Substance Last Stand 3hk Dirnensions(Jianieier x 1--,,ng1th1 V C�, transporting VL.-!�Ste Errvirc-safe Corp, State L'o.# M A,# (V) Hazarl'ous vast viani s,# V A C 0 3-0 1.E, 7 Itr- EJ:).A.Ji.. Aoproved,rank yard, --14,11rnir-.L, InC Tank yard TAlq of Inert qes Tana yard add rass 2 3.z rcirme-cAal Streetr Lvnn, MA City or"ToWl', 0 C,ta ry ij.1,e FDIID# 9 perrnit# I I 2 0 ate of isti v a agr_,L_j2, -ation 'U,n,us Date o� 2L Din Fa4o dpproval?IjrTlbp Dig Safee 7 1. F,ree Wu r !?l � 1,1!,T3Z-A 4 Aftnv �X,0115LITYIptiVe Use"�Uel OJ anks exernptrad)&end Form FP-29,F!silgned Dy Local Fire Dapt. tO U27*R0gU12tQrV Cornrjllanc2 Unit.D�pR^4rE,,-A ot Fire Scrv::ces, P.O,Box 1025,St3t6,Rck,Stow, MA'01 775- OZ: Ed R NVP 90. HM01 Ylpnrjl Eh - 1 A i rl^H 1 -- r _ Make application to local Fire Department. il-- n Fire Department retains original application and issues duplicates as Permit. Ind fi/I'J Z11�`C��Z��'lQ,a%t�f.�r L'�: '�--���•��'�; t�•,l'7✓G��°�'1 _ ^ — ` I YI- APPLICATION and PERMIT ���:_��s•���,... for storage lank removal and transportation to approved tank disposal yard in accordancayjith the proviclons of NA.G.L. Chapter 148, &;cticn 35A, 527 C:`VIR S.00, ,application is hsreby made by: � ---�-----Estate of Townsend Hornet: -- { i c/c Richard Largay' ESQ i I Tank Ownsr Nam (pleaso print) X _ aA Y'n9 rperr:t i i k Address„407 North Street_Hvarznis, YiA _02601stunt Ohl i vmpany, raan,s _nv—r—ro--Safe Corp. Pnt — Co.or Indirldude A D t P&C !.dcre;a -24B ,Ian SFh,�_tian Drive Address_ �� �3"�'�t Sandwich, MA Prrel , >arnrt Signatt:re(if app'ying for pormit) a°lgnsMe(if applying tar parrnit) 1 0 iFQV Certified CAher - --- _I J iFGP Certified_C t_aP#_ _ Oth(n, 7ani<Lccatlan _�2:3 _ Eely River Road, Ostervrillg�, MAI -- —Stevt AddmA& Tank Capacity(cgalions) _ J'�C:�� �,zcct�z, t)`3� ��,8ubstance Last Stared _.�asola rR� Tank Cl nenslons(diameter x lengtn) _- . Firm trarsporting waste- Env iro_v a f e Cc,rp, -- State Lic.# Y°#329 = _ Hazardouswaoternarrtest# --- _ F.P.A.# NIAC300001517 Approved tank disposal yerd--Turner r . Inc. --_ Tank yard# 002 -- "ype of inett.gas--- Tank ya d address_2 5 ainmercia7. Stroet r _T ynn., MA — I City or Town 0sterrille— _ FCiD# _01920 Cate of Is5Ua Tan,jar 2[i06 _ Date Of expiration _ 3YIC�a ^L� ? 5fi Dig sae approval number. _ 2006010 ? G(g Saaie Toll Fina'1 e1, N-umbe 800-322-Z�4 Licnature;7tis of Officer cl«rlting patrnet 01A —__ _ Af'er renijvai(s) i'Consumptive Use"fuel oil tanks exempted)send Form FP-280P,sirrtod by Local Fire,Dept.tc,US?Rdgulatafy Complaice Unit;Dapartment of Fire`}er-06e.s: P.O.Box 1025,Sta'e Road,Stow,MA 017c76.. u 'Inte'natlonal Fire code Erstltute Q� E d . iG NVP 70 . P-292(revised 4197) t1.. J NM01 A . 312V1SNd'd8 . r Make application to local Fire Department. Fire Department retains originw,application and issues duplicate a�Permit. ollrnl)),?,.c-.)IMZI,6wll/t"/?- ft. 101 a- 5a APPLICAT & , ION and PERMIT LLef...U51 fcr storage tarn,removal and transportation to approved tank dispoeal yard in accordance with the provislon's ,D+M.G.L. Chapter 148, Section 36A, 627 OVIR 9.00, application is hereby made by: Estate :)f 'Townsend liozner 1 -ank Uwiqrl�ama(please print) .. c/o Ri-chard Largay, ESO x Address 407 No-,th Street s L_OA 1601 '5u4T-- Z, CornpanyNarne Envirc-55afe- Corp. _ Co.oYindivIdua! C) r-0 (Print Adaress-14B Jan -$,e bast i an Dr-ive Address S a n�w--',C.h t M1 A Plin 0 j, Signiatore M appVing for permit) 1�nattjre a plyinglor pnrrrilt� /31 C ye. U IFO'Cerlfilled 'Jffier 01FU*Certifled F-1LSP#___ (-Xher rank Location 239 Eel River R o ar,' Oster�Tffle MA Gj? TOnk caps.elty 500 UST Subbtarioe Last Stored 42 ci I Tank Dimensions(diameter x length} R.ernarks: F Rrr;',t(anspW!nU'vvat-ta EIviro-Safe Kp• _ Sate Lie, MA 329 "rw _ Hazardlvv.,,,vimtr.manlfest# 'A AQ 6 5 5 6 S.D E.P.A.4 Approvea'ank disposal yard—IL urner Ir-,c, Tank yard 0 002 ype of Inert gas• Tank a,-d addrass 235 C 0�nrn ep r C 4 LtA I L a�jr�, MA ._ iti or Town Fun# C Permit# Date of Issue jaq-aa 12 2006 Date of expiration Jan ary 26.-,"-?','Q6 Dig Safe Toll Free Tel. Number-80 i 322.4844 granilr �it inat-jri-/Titki of Offi �g pern. Attar romoval(s)("Cortsurrpt;ve-Use"tuel '-A tqn,,,E•exerrpred)send Fo7m FP-23011signod key Local FirQ Dept.tQ JS7 Regu0alopi airnpiianco Unit,Departn',p-n!of--lie aarvicw%,P.O.Box 101,25,State Roicl,S,,O-N,NIA 01775. '-Internatiora';Fire Code lnsft,,rt% OZ: Ed EZ NVP 00. rl:1-162'(revis(,d 4/97) ARMSfABIJ v% !✓ 412 y# Logged In As: Parceli Friday, February 10 2006 Parcel Lookup Parcel Info _.__._..._ ........... ._... _.... -- _ __............. . .. ..... . Parcel ID "115 006 � Developer Lot F LOT PAR2 Location 1239 EEL RIVER ROAD Pri Frontage 6" ...... .,_e......... ..... ..... . .._. 589 f.. ..., ....... ... ......... _------------- Sec Road I Sec Frontage I Village OSTERVILLE Fire District C-O-MM Sewer Acct Road Index 10482 Owner Info Owner 1HORNOR, TOWNSEND Co-owner C/O MURPHY, HENRY L JR ESQ _._....__ . _.._ .. _ �......__ .. . ... ......... . ... Streets BOX M Street2 . City(HYANNIS state MA Zip 102601 Country USA Land Info _,_ Acres 5.20 use Single Fam MD Zoning RF1 Nghbd WF12 .. .... . ............... Topography Level Road €Paved ......... utilities`Public Water,Gas,Septic Location Excel View,Waterfront,Rear Location Construction Info Buildingf Year`1800 � Roof Gambrel one AC;N Built Struct Type - , Effect _ Roof Area 9317 Cover Ap h/F Rooms GIs/Cm 9 Bedrooms ._ style 'Colonial Int Plastered Batn y f Wall Rooms L c` ,( Total Model Residential I Rooms=19 Rooms o ... Grade I Luxury Floor? Style 1 2� stories 1 3/4 Stories ....._._. .. ...._._._.. Kitchen -- _. . . __ P- Style .................... Ext Heat r Bath wan Wood Shingle Fuel spilt Heat Mot Water Found-}OII Type. ation = i Permit History Issue Date Purpose Permit# Amount Insp Gate Comments 4/26/2005 Out Building 83633 TENT- NO VALUE 7/30/2004 Temporary Perm 78283 $500 7/8/2005 12:00:00 AM 7/30/2004 Temporary Perm 89283 $1,000 7/8/2005 12:00:00 AM TENT PERMIT .. 1 8/20/2003 Remodel/Renov 70939 $100 12/16/2003 12:00:00 TEMP TENT 1AM PERMIT Visit History ..._.._.,_.,...».._._. Date Who Purpose 7/8/2005 12:00:00 AM Martin Flynn Drive by inspection only 12/16/2003 12:00:00 AM Martin Flynn Drive by inspection only 5/29/2001 12:00:00 AM Paul Talbot Meas/Listed Sales History _.. _.._.._. .......___. Line Sale Date Owner Book/Page Sale Price 1 HORNOR, TOWNSEND C49851 $0 Assessment History ............. ... ........ _ _._.........._... Save# Year Building Valve XF Value OS Value Land Value Total Parcel Value 1 2006 $1,035,600 $7,200 $309,100 $4,957,000 $6,308,900 2 2005 $850,800 $6,800 $320,500 $3,483,900 $4,662,000 3 2004 $709,900 $6,800 $351,100 $3,167,100 $4,234,900 4 2003 $840,300 $6,800 $85,900 $3,124,000 $4,057,000 5 2002 $840,300 $6,800 $85,900 $3,124,000 $4,057,000 6 2001 $996,800 $10,000 $23,300 $3,124,000 $4,154,100 7 2000 $906,500 $8,500 $24,500 $1,493,300 $2,432,800 8 1999 $906,500 $8,500 $24,500 $1,493,400 $2,432,900 9 1998 $906,500 $9,200 $24,500 $1,493,400 $2,433,600 10 1997 $688,900 $0 $0 $1,234,800 $1,960,300 11 1996 $688,900 $0 $0 $1,234,800 $1,960,300 12 1995 $688,900 $0 $0 $1,234,800 $1,960,300 13 1994 $597,600 $0 $0 $1,066,900 $1,692,400 14 1993 $597,600 $0 $0 $1,094,200 $1,719,700 15 1992 $680,900 $0 $0 $1,185,400 $1,898,200 16 1991 $1,024,200 $0 $0 $1,481,800 $2,537,900 17 1990 $1,024,200 $0 $0 $1,481,800 $2,537,900 18 1989 $1,024,200 $0 $0 $1,652,600 $2,708,700 19 1988 $805,600 $0 $0 $775,100 $1,606,100 20 1987 $805,600 $0 $0 $775,100 $1,606,100 21 1986 $805,600 $0 $0 $775,100 $1,606,100 - Photos u �. K Town o Barnstab#e Fmd Map/Parcel 115006 W 6 Health?Department Health S stem •aka �� �� '. , ' r k �-t ��� Pr Ma'p/ParceC` 115006 Tvl a �� 4 x _ =an �Nt�r �2 Cag b k Installed ------ �ocation , 1 gTest Notificat on�Date � � �� � � � Status � F Date {Removal Notification Date ��W Z �� Tes r� �� A w s Removal 01/12/2006 � 11 � Fuel St red FO # Fue rage R anon r yj CapacEty Construction eakDetect� n Cathodic Detection Storage Tank Info 1000 Add[tignal D tails Unregistered Removal 112 ° Add Change E ' .: 'k k a A MM DD yyyyDelete NFIRS -1 101920 U 1 01 1 1 121 1 2006 11 106-0000116 . 1 000 ❑Change Basic FDID State Incident Date Station Incident Number * * * * Exposure ❑No Activity Check this box to Indicate that the address for this incident is provided on the Wildland Fire Census Tract I $ Location* ❑Module In Section B "Alternative Location Specification". Use only for Wildland fires. ®Street address 239 " IEEL RIVER RD U U ❑Intersection Number/Milepost Prefix street or Highway Street Type Suffix ❑In Front of U IOSTERVILLE � �� ❑Rear of 02655 -1 Apt./Suite/Room City State Zip Code ❑Adjacent to[:]Directions ' Cross street or directions, as applicable Incident e * Midnight is 0000 C Type El Date & Times E2 Shift & Alarms 413 IOil or other combustible liquid Check boxes if Month Day Year Hr Min Sec Local option dates are the Incident Type same as Alarm ALARM always required 17 I I 1 CQM2 3 Aid Given or Received* Date. Alarm * 01 12 2006 I12:34:59 shift or Alarms District DPlatoon ARRIVAL required, unless canceled or did not arrive 1 ❑Mutual aid received ❑ U U U 1 2 ❑Automatic aid recv. Their FDID Their Arrival �k O1 12 2006 12:41:49 E3 State CONTROLLED Optional, Except for wildland fires Sp ecial Studies 3 ❑Mutual aid given 4 ❑Automatic aid given I I Controlled " U II I I Local Option 5 pother aid given Their LAST UNIT CLEARED, required except for wildland fires I I U Incident Number Last Unit Special Special N ONone Cleared �J 1 I 011 1 211 1 20061 [13:06:51 Study IDk Study value � F Actions Taken* (mil Resources G2 Estimated Dollar Losses & Values ❑ Check this box and skip this LOSSES: Required for all fires if known. Optional for non fires. section if an Apparatus or 41 (Identify, analyze I Personnel form is used. None Primary Action Taken (1) Apparatus Personnel' 1 Property $ Id 000 , 0001El 84 (Refer to proper Suppression I I I Contents $l�l 000 ,1 000 ❑ Additional Action Taken (2) EMS I I PRE-INCIDENT VALUE: Optional I J I I Other 1 0001� I 0001 Property $�� , 000 000 Additional Action Taken (3) ❑ Check box if resource counts include aid received resources. Contents $1 , 000 , 000 ❑ Completed Modules Hl*Casual ties❑None H 3 Hazardous Materials Release I Mixed Use Property ❑ ❑Fire-2 Deaths Injuries N None NN Not Mixed 10 Assembly use Structure-3 Fire 1 slaw leak, no e�auation or HazMat actions I ' I []Natural Gas: 20 ❑Civil Fire Cas.-4 Education use Service U U ❑ 2 Propane gas: <u lb. tank (as in home HB4 grill) 33 Medical use ❑Fire Serv. Cas.-5 CivilianL___j 3 []Gasoline: vehicle fuel tank or portable container 40 Residential use ❑EMS-6 4 ❑Kerosene: fuel burning equipment or portable storage 51 Row of stores H2 Detector 53 Enclosed mall pHazMat-7 Required for Confined Fires. 5 []Diesel fuel/fuel oil:vehicle fuel tank or portable 58 Bus. & Residential ❑Wildland Fire-8 1 Detector alerted occupants 6 [:]Household solvents: home/office spill, cleanup only 59 Office use O ❑Apparatus-9 ❑ 60 Industrial use nX X PP 7 Motor oil: from engine or portable container Personnel-10 2[-]Detector did not alert them 8 ❑Paint' from paint cans totaling<55 gallons 63 65 Military use Farm❑Arson-11 U p Unknown 0 ❑Other: special HazMat actions required or spill >55gal., 00 Other mixed use Please c lete the HazMat form J Property Use* Structures 34 1❑Clinic,clinic type infirmary 53 9 ❑Household goods,sales,repairs 342❑Doctor/dentist office 579 ❑Motor vehicle/boat sales/repair 131 []Church, place of worship 361[]Prison or jail, not juvenile 571 ❑Gas or service station 161 ❑Restaurant or cafeteria 419991-or 2-family dwelling 599 Business office 162 ❑Bar/Tavern or nightclub 42 9❑Multi-family dwelling 615 []Electric generating plant 213 ❑Elementary school or kindergarten 4 3 9❑Rooming/boarding house 629 ❑Laboratory/science lab 215 ❑High school or junior high 44 9❑Commercial hotel or motel 700 ❑Manufacturing plant 241 ❑College, adult education 459[]Residential, board and care 819 ❑Livestock/poultry storage(barn) 311 ❑Care facility for the aged 4 64❑Dormitory/barracks 882 ❑Non-residential parking garage 331 ❑Hospital 519❑Food and beverage sales 891 ❑Warehouse Outside 93 6[:]Vacant lot 981 [:]Construction site 124 ❑Playground or park 938 Graded/care for plot of land 984 ❑ Industrial plant yard 655 ❑Crops or orchard '946 ❑Lake, river, stream 669 ❑Forest (timberland) 951 ❑Railroad right of way Lookup and enter a Property Use code only if g y you have NOT checked a Property Use box: 807 ❑Outdoor storage area 960 [:]Other street Property Use 1419 919 ❑Dump or sanitary landfill 961 ❑Highway/divided highway 931 ❑Open land or field 962 ❑Residential street/driveway 11 or 2 family dwelling NFIRS-1 Revision 03 11 99 COMM Fire District 01920 01/12/2006 06-0000116 R1 Person/Entity Involved Local Option Business name (if applicable) II II Area Code Phone Number 0 Check This Box if U I I U I I u same address a5 Mr.,Ms., Mrs. First Name MI Last Name Suffix incident location. I I u I I U U Then skip the three duplicate address Number lines. Prefix Street or Highway Street Type Suffix Post Office Box Apt./Suite/Room City State Zip Code ❑More people involved? Check this box and attach Supplemental Forms (NFIRS-lS) as necessary R2 Owner Same as person involved? Then check this box and skip I I I I I I I The rest of this section. Local Option Business name (if Applicable) Area Code Phone Number u I IuI I u 0 Check this box if Mr.,Ms., Mrs. First Name MI Last Name Suffix same address as incident location. Then skip the three duplicate address Number Prefix Street or Highway Street Type Suffix lines. I I I I I - I Post.Office.Box Apt./Suite/Room City State Zip Code L Remarks Local Option Caller Name FPO PULSIFER OIC : PULSIFER Pats. : 0 rcrosby ; 2006/01/12 12:41:49 - 328 AT EVENT MANNING IS 1 rcrosby ; 2006/01/12 12:36:40 1000 #2 UG TAK - HAS BEEN BREACHED - LEAK TO SOIL - STABILIZED - ADVISE BOH FOR REP - NO NEED FOR HAZMAT RESPONSE rcrosby ; 2006/01/12 12:53:42 BOH ON SCENE rcrosby ; 2006/01/12 13:06:48 TURNED OVER TO BOH Office of Fire Prevention recieved call from Enviro Safe Corporation of an UST removal at 239 Eel River Road, Osterville. . All permits were in place. Responded and arrived w/o incident to meet with representatives from Enviro Safe Corporation and Compliance Environmental, Inc. Upon arrival, a 1000 gallon steel UST at the East side of the property had been removed prior to my arrival. Investigation after removal of scale on tank of several breaches all on the bottom East end of the tank. Approximately twelve breaches were noted the size of 1/4 inch to three inch diameter. This UST was discontinued from use for L Authorization 18381 I ( PULSIFER, FRANCIS IIFIRE/INSP I 1 I �011 LLJ3 I _ 2006 Officer in charge ID Signature Position or rank Assignment Month Day Year CheBOXcif® 18381 I I PULSIFER, FRANCIS I I FIRE/INSP I I 1 J IJ I 2006. I same Position or rank Assignment Month Day Year as Officer Member making report ID Signature in charge. COMM Fire District 01920 01/12/2006 06-0000116 MM DD YYYY 01-920 U �� 12 2006 �1� 06-0000116 000 complete FDID State Incident Date Station Incident Number Exposure Narrative . Narrative: Caller Name FPO PULSIFER OIC : PULSIFER Pats. : 0 rcrosby ; 2006/01/12 12:41:49 - 328. AT EVENT MANNING IS 1 rcrosby ; 2006/01/12 12:36:40 1000 #2 UG TAK - HAS BEEN BREACHED -. LEAK TO SOIL - STABILIZED ADVISE BOH FOR REP - NO NEED FOR HAZMAT RESPONSE rcrosby ; 2006/01/12 12:53:42 BOH ON SCENE rcrosby ; 2006/01/12 13:06:48 TURNED OVER TO BOH Office of Fire Prevention recieved call from Enviro Safe Corporation of an UST removal at 239 Eel River Road, Osterville. All permits were in place. Responded and arrived w/o incident to meet with representatives from Enviro Safe Corporation and Compliance Environmental, Inc. Upon arrival, a 1000 gallon steel UST at the East side of the property had been removed prior to my arrival. Investigation after removal of scale on tank of several breaches all on the bottom East end of the tank. Approximately twelve breaches were noted the size of 1/4 inch to three inch diameter. This UST was discontinued from use for an unknown amount of time. The fill pipe had been cut at some point to prevent filling, but never completely sealed. Prior to removal, Enviro Safe pumped 1000 gallons of fuel oil and water from the tank. Upun removal, a thich amount of sludge was found at the bottom,of the tank in the area of the breaching points. Soil does not appear wet by visual inspection, surrounding soil is compact clay and loam. Ground cavity from the tank is unsafe for entry to evaluate soil conditions, unstable trench. Compliance Environmental, Inc. representative is on site for soil sampling. Had dispatch notify Town of Barnstable Health Department for a response. Removal Contractor: Enviro Safe Corporation 14 B Jan Sebastion Drive Sandwich, MA 02563 Contamination Assessment: Compliance Environmental, Inc Joseph S. Hobin P.O. Box 1749 397 Locust Street Attleboro, MA 02703-0031 508- 223-3812 (office) 774-282-0490 (cell) Board of Health representative Inspector Donna Miorandi arrived'on scene. Briefed Inspector Miorandi of event and actions taken to date. Scene turned over to BOH. Contamination analysis results to be sent 'to fire prevention upon completion. Cleared w/o incident. 01/13/2006 08:16:46 fpulsifer • a Y . COMM Fire District 01920 01/12/2006 06-0000116 Health Complaints 18-Jan-06 Time: 12:30:00 PM Date: 1/12/2006 Complaint Number: 18620 Referred To: DONNA MIORANDI Taken By: ELLEN WADLINGTON Complaint Type: ARTICLE XXXIX HAZARDOUS WASTE Article X Detail: UNSANITARY CONDITIONS Business Name: Number:.239 Street: +EEL RIVER_ROAD ®� Village: CENTERVILLE Assessors Map_Parcel: Actions Taken/Results: DZM responded to the LUST (1000 gal FO) at Townie Hornor's residence.There were 3 unregistered underground tanks on the property. Two on the waterside of the property- one was 500 gal fuel oil and the other was a 500 gal gasoline. The third one was by the road and was the 1000 gal fuel oil tank that was leaking. DZM took pictures and met with Joesph S. Hobin on site, assigned LSP. He shall be sending us reports. Jospeh Hobin is President of Compliance Environmental, Inc., P.O. Box 1749, 11 Bearcourt Drive, Attleboro, MA 02703-0031., phone#508-223-3812. FPO Frank Pulsifer was on this site. The HM Tank record for this site stated that all tanks were in the buildings. This was obviously not true. To date there is an aboveground oil tank in an attached/enclosed shed on the property. Harry Holway was also on site since he worked for Townie Hornor for 20 years. Investigation Date: 1/1,2L2.005_j Investigation Time: 12:45:00 PM I i 1 I� , `w 711 L- ! M ff- o •w� �, + r r M r • f. . lr f. • e r - P� d F'. r i r` It 1� T f T, r y s � M 12 2006 + � r s z E4Al . 1 T k Apo IF It R . + •3 rim T� �a. JAN ,t A n�1 " F Jfl✓ r { ^K v +� Y + r , - :. K, � -• �_.. . - +it ,�"' are � m�.. � J"A V 10?lIr h " r ' me Ol , "*�.. � Y• ,- �' ,�. •�,',.:iY l w � .. ' I �911�'I�' �� _ �YiJti i�.. k.� + ate`_'. �:, II, �� i�4 ,y� � � �•'^ } ' . .. w t • po�) r/ I Al i 5 1� a 1 w•-y� .fie .. ... Qx s fi �lL o IL kv f + r b d r.• i r ,�,� 9 r ♦ 9 a 40� �V Fmd,Map/Parcel 115006 f � Top nog Barnstable u Health-De arunentaHea[th S stem /! MY TankNbr�01 yx , r,Tag,,Vbr 00000 Ins alte Location 11 Test Notifcatio Date Status Dat } Remouai�Notificat�on Date ��� Test '� �� ' �/� �i/{/ % ' ✓ / sK ,4bando'rt ,z� g, , -7—_ �as / _ Var►ance '_ '� � �.� . Fuel Stored FO p '' Fuel Storage Reason , ` Capacity�Construction > Leak�getection ' Cathod�cDetecto S o ague Tank l�nfo 000000 A'dditiona I;Detatls ALL TANKS LOCATED INSIDE BLDGS ! Addy Change Records y ! ' y 1 i` cf _ F DATE 2/23/0(o PROPERTY ADDRESS 239 Eel River Rd Osterville MA 02655 �G� On the above date, the septic system at the address above was Inspected. This.system consists of the following: ' 1. 2- ce zpooiz on west .s.ide 2.- 2-ce -zpooiz on aou.th z.id-e 3.- 1-cezz/soo.2 9 2 lkFcF S ti on z a z t .s.ide., Based on Inspect16n, I certify.the following conditions: . 7h.i.,6 .i.,3 not a 7.itiz T.ive zept.ic .system. 7hi6 .iz a .sewage ,sy.3tem.,Con.6':i.3t.ing o)e ces.s/2ooiZ 7h.is .iz a z)2i.it zyztem SIGNATURE Name: Robert A. Paollni . Company: Joseph P. Macomber& Son Inc-. Address: P. 0. Box 66 Centerville. Mass 02632 M,{ � .Y Phone: 508-775.3338 or 508-775-6412 i -�° � r Man M" co CS PH P. MACOMBER & .SON, INC. Tan ks•Cesspools-Cesspools ields Pumped & Ins#tilled Town Sewer Connections ox 66 Centervil+e, MA.026,32-0066 ; 775.3338 775.6412 �\ COMMONWEALTH OF MASSACHUSETTS EXECU TTVE OFFICE OF ENVIRONMENTAL AFFAIRS a DEPARTMENT OF LNVIRONMENTAL PROTECTION y. TITLE 5 OFFICIAL INSPECTION FORM—.NOT:FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART•A CERTIFICATION Property Address: 239 Eel River Rd Osterville MA 02655 , Owner's Name: Townsend Hornor Owner's Address: Same Date of Inspection: 2/2 3/0& Name of Inspector: (please print) ` Ro�rt,,,,_A�ol"in Company Name: , Mailing Address; �2 eav= e, a s.6. 02.6 32 Telephone Number: 5 0 8-.7 7 5-;3 3 3 8 CERTIFICATION STATEMENT I certify that I have personally inspected the.,sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection.,The inspection was performed based on my training and experience in:the'proper function and maintenance of on site sewage disposal systems.I am a DEP Approved system inspector pursuant to�Section.15:340 of Title 5(310 CMR 15:000). The system: XXXpasses Conditionally Passes Deeds Further Evaluation by the Local Approving Authority Inspector's'Signature: Date: _..2/2 3/OG, The system inspector shall submit a copy of this inspection report to the-Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner.shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving authority. Notes and Comments ****This*report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or diffcreft conditions of use. T:.,: C T.. .nw►;,..,�,.,.,, All 1/9.000 page I s:.. Page 2 of 11 OFFICIAL INSPECTION:FORM-<NOT FOR VOLUNTARY ASSESSMENT$ SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 239 Eel, River Rd Ostervillp MA 02655 Owner: Tc)wncond Hnrnnr Date of Inspection: 2.193.10(d Inspection Summary: Cheek A,B,C,D or.E/ LA WADS-eomplete atl of Section:D A. System Passes: y ES NO I have not found any information which nndicates'that any of the failure criteria described in 3.0 CMR 15.303.or in 310 CMR 15.304.exist.Any failure criteria not evaluated are indicated below. Comments: Sewage zyhtem .ih .in paope2 woak.ing o2dea at the / ,z.ezent t.ime., B. System Conditionally Passes: n o One or more system corriponents.as described in the."Conditional Pass",-section need to be.replaced-•or repaired.The system,upon completion of the replacement or repair,as approved by the Board of Health,will pass. Answer yes,no or not.determihed(Y,N,ND)in the for the following statements.If"not determined"please explain. n o The septic tank is metal,and.over 2n years old*or the septic tank(whether metal or not)is.,structurally unsound,exhibits substantial infiltration or exfiltration.or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank..,as•approved by.the.Board of Health. *A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: n o Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box.System will pass inspection.if(with approval of Board of Health)' broken pipe(s)are replaced obstruction is removed T distribIW6n box,is leveled'or replaced ND explain: no The system required pumping more than 4 times a year due to broken or obstructed pipe(s),The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL-INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 239 Eel River. Rd Os*terville MA UZb5b Owner:, . Townsend Hornor Date of Inspection: 2 12 3/Q C. Further Evaluation is Required by the Board of Health: NO Conditions exist which.require fiuther evaluation by the.Board.of Health.in.order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which..will protect public health,safety and the environment: IlQ_ Cesspool or privy is within 50 feet of a surface water Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier,if any)determines that the system is functioning in a manner that protects the public health,safety and environment: nc) The system has a septic tank and soil absorption system(SAS).and the SAS is within 100 feet.of a surface water supply or tributary to a surface water supply. no The system has a.septic tank and SAS and the SAS is within a Zone Y of a.public water supply. no The system has a septic tank and,SAS and the SAS is within 50 feet of a private water supply well. no The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well"-Method used to determine distance visual "This system passes if the well water analysis,performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5.ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached to this form. 3. Other: Page 4 of ll OFFICIAL INSPECTION FORM.—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION.FORM ' PART A CERTIFICATION(continued) Property Address: 239 Eel River Rd Osterville MA •02655 Owner: Townsend Horrior Date of Inspection: . 2 23 0� D. System Failure Criteria applicable to all systems:. You must indicate"yes"or"no to each of the.following:for all inspections: Yes No � _ X Backup of sewage into facility or system component due,.to overloaded.or clogged SAS.or cesspool X Discharge:or ponding of effluent to the surface of the:ground or.surface waters due to an overloaded or clogged SAS or cesspool _ X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool. _ X Liquid depth in cesspool is less than.6"below invert or available volume is less than 1/2.day flow _ X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped X Any portion of the SAS,cesspool or privy is below high ground water elevation. _ X .Any portion of cesspool or privy is within 100 feet of a surface water supply.or tributary to a surface water supply. _ X Any portion of a cesspool or privy is within a Zone 1 of a public well.. _ X . Any.portion of a cesspool or privy is within.50 feet of a private water supply well. . _ X Any portion of a cesspool or privy is less than 100 feet but greater.than 50 feet from a private water supply well with no acceptable water quality analysis..[This system..passes if the well water:analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates..that the well is free from pollution fromahat facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to.or less than 5.ppm,provided that no other failure criteria are triggered.A copy of the analysis must be attached.to this farT-1 No (Yes/No)The system fails.I have determined that one ormore,pf the above failure criteria exist as described in 310 CMR 15.303,therefore the system fails.The system owner uld contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a,facility with a design flow of 1.0;000 gpd to 15,000. gpd• You must indicate.either"yes"or"no"to.each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no — the system is within 400 feet of a surface drinking water supply — the system is within 200 feet of a tributary to a surface drinking water supply X the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area IWPA)or a mapped Zone II of a public water supply well Y If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered°:. "yes"in Section D above the large system has failed.The owner or operator of any large system considered a a Y significant threat under Section E or failed under Section D sh, ll upgrade the system in accordance with 3,1O.I;MR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5of11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL,SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 239 Eel River Rd s ervi e MA 55 Owner: Townsend Hornor Date of Inspection: 2/2 3/0(�, Check if the following have been done You must indicate"yes".or"no"as to each.of the following: Yes No X Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks? — X Has the system received normal,flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? X Were as built plans of the system obtained and examined?(If they were not available note as N/A) X Was the facility or dwelling inspected for signs of sewage back up? X Was the site'inspected for signs of break out? X Were all system components,excluding the SAS,located on site? X Were the septic tank manholes uncovered,.opened,and the interior of the tank inspected for the condition _ of the baffles or tees,material of construction,dimensions,depth of liquid,depth of sludge and depth of scum? X. Was the facility owner(and occupants if different from owner)provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: Yes no X Existing information.For example,a plan at�e Board of Health. X _ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable)[310 CMR 15.302(3)(b)] 5 ! Page 6 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE.SEWAGE DISP.OSALSYSTEM.INSPECTION FORM PART C SYSTEM:INFORMATION Property Address: 239 Eel River Rd Osterville MA 02655 Owner: Townsend Hornor Date of Inspection: 2 3 0(. FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): ..9 . dumber of bedrooms(actual): .9 DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 99.0 Number of current residents: Does residence have a garbage grinder(yes or no):n o Is laundry on a separate sewage system(yes or no): n oo [if yes separate inspection required]. Laundry system inspected(yes or no): _q I 10 p= GP D = 574-3 Seasonal use:(yes or no):_&p 0 4=a 10 Water meter readings,if available(last 2 years usage(gpd)): 4 Sump pump(yes or no): _ Last date of occupancy: COMMERCIALaNbUSTRIAL Type of estal ixs nt: Design flow(b*d on 310 CMR 1 .203): apd Basis of&sio"flow(seats/peraons/sgft,etc.): Grease trap present(yes or no): Industrial waste holding tank present(yes or no):_ Non-sanitary waste discharged to the Title 5 system(yes or no):— Water-meter readings,if available: Last date of occupancy/use: . OTHER(describe): . GENERAL INFORMATION Pumping Records ly i Source of information: f Was system pumped as part of the inspection(yes or no):_ If yes,volume pumped:_gallons--How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM. Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool —Privy _Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) _Tight tank _Attach a copy of the DEP approval _Other(describe): Approximate age of all components,date installed(if known)and source of information: Were sewage odors detected when arriving at the site.(yes,or no): 6 Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 239 Eel River Rd Osterville MA 02655 Owner: Townsend Hornor Date of Inspection: 2/2 3/0(a: BUILDING SEWER(locate on site plan) Depth below grade: Z' Materials of construction:_cast iron X 40 PVC_other(explain): o 2 a n. e k u 2 g Distance from private water supply well or suction line: 20+ Comments(on condition of joints,venting,evidence of leakage,etc.): o.in;L6 a1zRea2 tight., No .2eakagn.., (/ marl fhnnithn hnii. ,2 '„ont SEPTIC TANK:n o(locate on site plan) Depth below grade: Material of construction:_concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: Sludge depth:_.. Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee,or baffle: How were dimensions determined: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels as related to outlet invert,evidence of.leakage,etc.): .se/tis .tank is not /2ae.3ent GREASE TRAP: n oo(locate on site plan) Depth below grade:_ Material of construction:. concrete_metal_fiberglass polyethylene_other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or.baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels a related to ouptlet invert,evidence of leakage,etc.): aeaze taap cz not R2ezent 7 f. r� Page 8 of 11. OFFICIAL]INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS. S-UBSURFACE.SEWAGE DISPOSAL.SYSTEM INSPECTION FORM PARS'C SYSTEM INFORMATION(continued) Property Address: 239 Eel River Rd Osteryille MA 0.2655 Owner: Townsend Hornnr Date of Inspection: 2/2-4 f n 6 TIGHT or HOLDING TANK: n o (tank must be pumped at time of inspection)(locate on site plan) Depth.below grade: Material of construction: concrete metal fiberglass . polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): Alarm level: Alarm in working order(yes.or no): , Date of last pumping: of Y.RIts�c2 d�Z�o atag zn-k.sd/zeeSho )'/22ei ent , DISTRIBUTION BOX:10 (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of leakage into or out of box,etc.): Dizt/tigut.ion Sox &3 not �ae�ent PUMP CHAMBER:no (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Pum/2 ehamge2 .isnot /22ezent 8 Page 9 of 11 OFFICIAL INSPECTION FORM-'NOT FOR VOLUNTARY ASSESSMENTS —, SUBSURFACE SEWAGE,DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 239 Eel River Rd Osterville MA 2655 Owner:. Townsend Hornor Date of Inspection: 2 2 3 0(0 SOIL ABSORPTION SYSTEM(SAS): .(locate on site plan,excavation not required) If SAS not located explain why: Located zee page r0., Type leaching pits,number:_ X leaching chambers,number: Z I rt�.i i t a a t o 2 z leaching galleries,number: leaching trenches,number,length: leaching fields,number,dimensions: X overflow cesspool,number: 2 innovative/altemative system Type/name of technology: Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation, etc.): Loamy to medium sand o No b.igne o ai�uae oa Rondina hot9.s ate dau vegetation .ins noama CESSPOOLS: Yeh(cesspool must be pumped as part of inspection)(locate on site plan) Number and-configuration:�' 2'�;--1- �- �' 4 �'�`'� Depth-top of liquid to inlet invert: 0 Depth of solids layer: no z o e idz Depth of scum layer: no A c U m_. Dimensions of cesspool: 6 X 8 Materials of construction: &-.e o c s Indication of groundwater inflow(yes br no): no Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): So.i .3 ate day Vegetation .iz noamai - No zigns oZ Z.ia .,ze PRIVY: no (locate on site plan) Materials of construction: Dimensions: . Depth of solids: Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): l2.ivu .ins no.� �no.svn.t . 9 THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I M ^�c� C DA TA Page 10 of 11 T OF,FIr.,.IAL INSPECTION F'OW-•NOT FOR VOLUNTARY ASSESSMENTS SUM_7ACE'SEWAGE;DISPOSAL SYSTEM INSPECTION:FORM �� PART C SYSTEM INFORMATION(continued) Property Address: 239 Eel River Rd Osterville MA 62655 Owner: Townsend Hornor Date of Inspection: 2/2 3/06 SKETCH OF SEWAGE DISPOSAL SYSTEM Proof ee a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks:Locate all wells within 100 feet.Locate where public water supply enters the building. '• �. ,. . 10 Page 1.1 of 11 OFFICIAL INSPECTION-FORM—NOT FOR VOLUNTARY ASSESSMENTS . SUBSURFACE SEWAGE DISPOSAL SYSTEM INS PART C SYSTEM INFORMATION(continued) Property Address: �39 Eel River Rd Osterville MA 02655 Owner: Town, nd HDxnor Date of Inspection: 2 / SITE EXAM . Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet • Please indicate(check)all methods used to determine the high ground water elevation: N D Obtained from system design plans on record-If checked,date of design plan reviewed: e h Observed site(abutting.property/observation hole within 150 feet of SAS) 0 S, Of1 ,.. �Checked with local-Board of Health-explain:a•, n o . Checked with local excavators,installers-(attach documentation) ®ccessed USGS database=explainl� o wn.�&s anus to tie..-ma. u,� --,. You must descnbe how yo u established the high ground water elevation: And ..Pug tic Gl a t e a S u pp• y liked. : Cape Cod Commit ion 1dat ea lag ee Coritouah GleJJ head aotect4on a2eas ma Se t 1995 �ate2 ne,30uace/3 o ice ca e co commc��on � Leaching Pit q : ,eet Groundwater:r Feet Below Bottom-of Pit High Groundwater Aolustment 1.8 ft per Frimpter Method Therefore,the vertical•separation distance between the bottom of the leaching pit and the adjusted groundwater table is -7 g' feet: 'roWN OF BARNS1TAB 130AItU OF. HEALTH SUBSURFACE SRWAt3R DI SYSTEM INSPECTION FORM - >iART.D•- CEttTtF1GAT tt)N TM�� «•4tM�T•:•\;\�\T\OI•\�TT\���•R�\�� `�� -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS 239: Eel River Rd OSt rvill ASSESSORS MAP, BLORK AND PARCEL !� OWNER' S NAME Town PART`D CERTIFICATXON NAME.-OF 'INSPECTOR Ro 8.e,tt 1?a.o-Un COMPANY NAHE (7acom9.V?1' Son Inc Box 6 6 -Centezv i• a Na.6.6' 026'3.2 LIP ' COMPANY AAD.g•SSS ---T' Town•or 'ty. StaL� SCrQ01;' FAX (' 508')190 1578 COMPANY TELEPHONE S 508. ): 7.5 - 3338 • CERTIFICATION, STATEMENT $ that. I :have persotia].'iY .inspected ..the s,ewageotirate�aaandyetem at I certi Y this address and that . ..q.f.`inspeetion. rTherinopeotiQnewascperformed and any omplete as of the time a. upgrade., maintenance l' and repair .are• eongis'tent recommendations i egard.ini, . With my traini��,8 and exP.erience in the proper futicti.on and tnaint;enanoe of on- site sewage_dtsposal systems • 11it". Check one; , System PASS'kD , The inspect ion wh ic.hl 'I have conducted has .,n.ot� �f ot.nd any information . which indicates that the systQm 9ailsitO *.b0eCMRt11Y803otAny failure + health or the envi_ropment as defined criteria Dot evalunt'ed are as stated in the FAILUIt CRITRIA section o:f this, form. System FAILED* �ns ectiott which I Nave 'co'n ted 'has found that •the System fails to The i P protect the public lieal.th a�n6 the rnotedton�PART�CdFAILURE Title ;�itj CMR 15 .303, and as - specifically , CRITERIA of this inspection .form, Date Inspector Signature' , ne copy of this certifi.cut•i•on must hg provi'ded to the •QWNEI�I t �. BUYER' where ay�pli•.oa•blt) and th4 I39ARD O8' H$ALTIIw >c�►de'•t'he eyetem• * xt the inspection FAILED•, thb .owner oeotionatunle8s, a1*1owea Qr- regJAijred - wlthin o'ne year of the da't•e of the ine'P r nrnvideO ire $-110 CMR 16 , 306 , __-4» A .A..- r: COMPLIANCE ENVIRONMENTAL, INC. P. O. Box 1749 Attleboro, MA 02703-0031 Tel: 508-223-3812 Ms. Donna Miorandi February 16, 2006 Barnstable Health Inspector 200 Main Street Hyannis, MA 02601 FPO Francis Pulsifer Barnstable Fire Rescue 1875 Route 28 Centerville, MA 02632-3117 RE: Preliminary Environmental Assessment Report Relative to the Excavation of Three Underground Storage Tanks Formerly located at 239 Eel River Road, Osterville, MA { Dear Ms. Miorandi and FPO Pulsifer: Attorney Lary Murphy asked me to send you a copy of our February 7, 2006 Preliminary Environmental Assessment Report relative to the above-referenced, underground, storage tanks. I want to thank you both for your time and assistance on January 12, 2006 when we supervised and. documented the excavation and off property transport of the three storage tanks. After your review of the Report, give us a call if you have any comments or questions. Sincerely, COMPLIANCE ENVIRONMENTAL, INC. Joseph S. Hobin President _, _ CHAMPA RESIDENCE CLIENT alpOSTERVILLE, MASSACHUSETTS �� ,M?A OstervUe,Massa hueetla ' a F , - a v ARCHITECTS • - 4 1 CST .. + 110 Canal Street . w Boston,MA 02114 _ P.617 262 4354,1.617 287 9867 STRUCTURAL ENGINEER SIEGEL ASSOC w7Es 834 CamrtronvrealUt Avenue r c «c �.. Newton Centre MA 02459 .817.244.1812 f.817.T44.1730 v r a a'o Y I � •, Via: •ss �# .y r., °� � ,l '° � ,r a ,.CONTRACTOR E.J.JAXTINER BUILDERS,INC,48 ' Hy Rosary panne ,MAA 92 02 801 P.so6.n1.a496 f.59ans.a9os am I! ! ilii I� IUI uii R ` 4 - '•'^ SQUASH COURT DESIGN - ' `' �s 1, q • _ TOM RUNPLER u - �•_ sa ' -{' ° .p.T70.928.6838 a678.777.4251 fir � i,• an co r - n 6' fiFA�ff1 or M�►S'b*� t # DATE DESCRIPTION 1 03/07/2012 MOVE BULKHD;ADD SUMP 't. - "• CONSTRUCTION;DOCUMENTS, MARCH 022012 Cbt ' 1 , z r _ _ MATERIAL CONVENTIONS GRAPHIC SYMBOLS , GENERAL .NOTES - , DEMOLITION NOTES GENERAL DRAWING LIST .d. '• _ ' Nl- COVER SKEET CODES RAVING JORLSDICIION"SHALL BE OBgRVED STRICTLY IN SEE DtOT FOR FULL SCOPE OF DEMIOEITION WOPoK a _ ..y_. ' - AODI SYMBOLS,ARBREVIATIONS,DPAWNG LIST&GENERAL NOTES THE ON OF THE PROJECT,INCWONG ALL APPLICABLE + Acoustical Tile or Panel }, , - STATE,CITY AND COUNTY BURRING ZONING,BECTMAL.MECHANICAL, THESE DEMOLITION DRAWNGS HAVE BEEN COMPILED FROM THE BEST AVAILABLE.INFORMATION AND ARE NOT - PLUMBING AND FIRE CODES. CONIRACTORAND Sl1BCONiRPCTORS QUREMENTS BEFORE COMMENCEIIEM OF PRIOR TO BIDDING LIAR THE SCOPE OF THE WORK.R WILL BE ASSUMED THAT THE CONTRACTOR HAS INSPECTED THE SITE - SHALL VERIFY ALL CODE RE PRIOR TO RIDDING AND VERIFIED THE INFORMATION HEREIN SUPPLIED. ARORffFDlimel ORAWM6. 4 -. CONSTRUCTION:AND TIRING ANY ANCES;CONSTRUCTION.DOCUMENTS TO CODE _ Cdumn line , , r_�1._-__ � REOUR2EUENIS AND THE CO THE ATTENTION + •:� - s4. + �#- - D101 DFMOLIRON Fli%1R PLANS , - - THERE ARE TWO PHASES OF DEMOLITION-NOTED HERE AS:FOLLOWS: + Concrete Cast-In-Place €, _ mfllON: e + ., A101 FLOOR PLANS Room Name. ? ALL CODES, RARE STANDARDS.AND N T DOCUMENTSMANUFACTURMS SHALL BE THE LATEST - DEMO FUSE I, THIS ENTAILS THE REMOVAL OF ALL NONBFARNG WALLS(NON-STRUCTURAL ELEMENTS) r AtOIA FLOOR PPLANS per_ Room Number. - AND EQUPAElV -FROM INTERIOR PARTITIONS TO BOILERS,M. A102 FLOOR S _ ®�Calibg.Height .. 3. COMPACTOR SHALL`.OBTAIN.ALL I4IS L NECESSARY BUILDING PFA - '.° [:.. �... - - n, c� 0 A103 CEILING PLANS r - . - Roam IdenhTladion -"- - 4: THE CONTRACTOR SHALL VERITY AND PROTECT ALL SERVICE LINES AND '! PHASE AILS THE REMOVALOF STRUCTURAL FOUNDATIONS.FLOORS.WALLS.COLUMNS,. 'A201 BUILDING SECTIONS Steil - ,r• r r ...- DUSTING SITE AREA FROM DETERIORATION OR DAMAGE THIS AND ROOFlNGETC..IN CONCERT WITH THE GENERAL CONTRACTORS INSTALLATION - .AM BUILDING SECTION/ A Door Mark 5 .THE CONTRACTOR SAND.SUBCONTRACTOR SHALL VERIFY AIL DNENSIONS' -. r• .R * - A203- MM�AL WALL ELEVATION DEMO m OR OF SHORING AND NEW STRUCTURAL FZDdEN15. . a• sxnDN Dear Symbol O y - ElF/ATIONS AND JOB CONDTIKINS AT THE JOB SITE ALL IN • - - r _ : - - . ._ ADVANCE OF WORK TO RE PERFORMED To ASSURE.THE ORDERLY - ` .. ' n -' . . Wlydor Type.. - - 1. INTENT S TO REMOVE EVERYTHING TD ALLOW NEWyCONSIHUCTION.T0 BE ACCOMPLISHED.' : A302 ORBS ELEVATIONS I-I I-_III Earth O�/ 6. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY v Window Symbol: OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT ..« - 'SEE DRAWINGS SHOWING PROPOSED NEW CONSTRUCTION. +•. .+FINISH SCHEDULE - y - - INWRITINGRUC G AND WRITTEN INSIIIONS SHALL BE OBTAINED BEFORE - - . PROCEEM WITH THE WORK. ANY OF . • , ' - - INDICATED OR OPAwITra "MATERIALS OR.DERNLS FROM THOSE - -. TIll� r , Egrdpment-VIAL `:. MAY BE MADE O. THENLY WITH PROR-WRITTEN Al"' RQVAL OF THE PROJECT FIXED OR REMOVABLE EQUIPMENT,PING,PWNRNG,CONDUIT.LOOSE FNISH MATERIALS, ••, L .. :. .. :. .. :. , Gypsum Board., E9�dPment Symbol 10DA .. .1>RESULTS DO�IM ERRO�ODISCREPANGES OR OMISSIONS E 3 PRIOR TD CARRYING OUT AS SHOWN 'EXISTING FRAMING MAST � S2 - DETAILS Mo NOTES 2 ARCH R WILL BE HELD DU DOORS. WINDOWS,PARTITIONS AND STAIRS ON DRAWINGS UNLESS OTHERWISE NOTED. EJNOSED ARCMiECT/ENCT EFTS a w AL OF EIGSTING SUPPORTS M. Elevation Moduar-.' rl TOP OF'SLAR- FABRICATIONCONSTRUCTION AND/Olt EMBERS AND ADDRIDN OF NE BEAMS AND.POSTS - •. . � +' ��� •. - .7- ALL�ORAWNGS SFNLL'BE THE ARCHITECT�NLL COORWNA �TFIE CONIPACIOR TO FOR.REMNNING FLOOR FRAM SHALL BE IMMEDIATELY NOTIFIED ING; INSPECTION UIRE SHORING OF THESE MEMBERS - - r- ei AS REQUIRED BY SIRUCRRLY ENGINEER GENERAL CONTRACTOR SHALL PROVIDE ALL NECESSARY SHORING� .~ VERIFY ALL RETS. DREIMENSS,REGLETS, DEPRESSED SLEEVES,ETC.DRAINS, AND WALL BRACING AND SHALL CARRY OUT ALL REVISIONS REWIRED BY D39M FIELD CONDRIONS. " op°op°op°o0°o0vop " .. .� oU ap o�ap o0 ap o0 ap o0D cot. , - - .a .. Datum.Wind " _ 'A B. ALL STRUCTURAL.DRAWINGS EIFLTRI NCH,.AND910PAWINGS A °op°op°op°op°op°op RackFW BUILDING INFORMATION THE AN2IffECIU NECHAN �4. REMOVE ALL Fl110R AREAS AND STRUCTURE WFHIE NOTED ON pTA'MNGS. ELEV. 100'-0' AND SPEDFICATINS. � `"V> - .. •,..av >- 5._•ST NEW ML EN GI OPENINGS ARE m BE MPOE OR STRUCTURE NT BE REMoVID PRIOR TO NOTIFYING', w • _ - � ... _ .. - 9: FOR EXACT LOCATION OF FlDOII MID ROOF OF4LLNG5 SHOWN ON *i.-• r'_ .: . a y .:.., - - STITUCTURAL DRAWINGS,SEE ARCHITECTURAL.MECHANICAL,ELECTRICAL vF. * STRUCTURAL ENGINEER. - .1.SQUARE FOOTAGE: + ;. _` •Wood F'dddl , A _ see-ld tificetion ' AND SHOP DRAWINGS. - EXISTING GUEST HOUSE SIRUCTI9ff NO CR44GE , '" ••. "!' a ' 6. r.LOCATION OF NEW OPENINGS ARE-SHOWN.ON - r, A301 Shed No.Wl:-Section Shorn ... - ,•` *'` IN SQUARE FOOTAGE BuMag Section, a' , +'x 10.WRITTEN APPROVAL OF THE OECT/ElIMN ER, NO MAIN FRA1@1G �. 7. CONICRETE MASONRY WORK S REQUIRED TO BE CUT.CUTTING SHALL BE DONE BY ABRASNE, .. J .�. •.„.- .r''. 4 -_, - a .. ' r w _ At OR STRUCTURAL MEMBERS ARE roro BE MODELED.ALTERED WL CUT - WHEIIS.SAWS OR NO - ,D 2 EXISTING- CWWGE { y WHERE OR _ CORNING JACgW/MERS WILL BE ALLOWED ON THESE AREAS UNLESS APPROVED. : WTI}KXJT THE APPROVAL OF THE PROJECT AROBIECf "BY THE ARCHITECT. . r *• - ' - ` , -., :: ,„ + + _ 11.DETAILS AND SECTIONS ON THE DRAWINGS ARE SHOWN AT SPECIFIC.. -•r - . • `� . B. TIE1A5 OF SALVAGEABLE VALUE TO COMPACTOR MAY BE REMOVED FROM SIRUCRUE AS WORK PROGRESSES.� ' 1 CONSTRUCTION..,- - .,..�. - '- '. , . •,. y• - _ A _ _ LOCATIONS AND ARE INTENDED TO SHOW GENERAL REQUIREMENTS SALVAGED ITEMS MUST BE TRANSPORTED FROM SITE AS THEY ARE REMOVED. V tt.EXISTING WOOD FRAME CONSIRUCIIOl1 =a - *V,.=: ``: .:- 3- "• '.- -.- _ .,s ! ,:� `.fi _ A301 THROUGHOUT. DETAILS NOTED*TYPICAL!DIPLY ALL CONDITIONS ' • - .Y"' FOUNDATIONS TO BE REBLRLT/UNDERRNNED M o NEW FOUNDATION' '* 9 �, -.. TREATED SIMILARLY. MODIFICATIONS To BE MADE Elf CONTRACTOR TO,�; + . DRAFTING CONVENTIONS ' .'.< ` •^JP - - a ACCOMMODATE MINOR VARIATIONS. - 9. ALL>DEMOLma+iD BE PROPERLY DISPOSED OF,URESs OTHERWISE VIOLET). - •AND CONCRETE slAe NsrALLLD Elawdim MentifaxBon<t y - ..NO CHANGES TO WALL OR ROOF CONSIRIICIION ,. :k.. .. k. , ...•r F -+ - z -- .�- -+' o w / 12 TIff ARCLh CT/ENGN�,R SH411 NOT RESPONSIBLE FOR THE y+'Y 10. DO NOT aD%OR.OBSTRUCT SHEETS"WALKS;OR OTHER OCCUPIED OR USED FACILITIES WITHOUTPERMISSION[ _M •. } L v s. r f . r Y y . SAFELY ANIfl Clk15TRUCIION PRO®UfHS,.TECNNIOUES.OR THE - FROM OWNER OR OTHER AUTI ES HAVING JURISDICTION.PROVIDE ALTEIIIATNE.ROUTES AROUNN CLOSED Clocked., - _ _ .+. r, -_. • k•_ a-_ , -,.,. V• - FAILURE OF THE BUILDER TO CARRY OUT THE WORK N ACCORDANCE°"Y - _ .OR OBSTRUCTED TRAFFIC WAYS. - •. :V .. _ ^ _ �. ,. DOORS '6 Intalor Beahan D 1 B :�..,No Devatim 4rorn �me., WITH Off DRAWINGS.OR THE REQU IRED CODES. - e m ",• - r .,;. « : ', ,. , ABOt Shed No.Where Eia)afion'Slmro - :" 13.1COMRPCIORS SHALL MAINTAIN THE PREMISES CtFiW AND FREE OF a PROVDE Pals At'8)OTHER PROTECTIONSREQIINED BY OSHA AND THE COMMONWEALTH#NASS'PCJLL1SE175 r•+ -r, .:, .: ALL TRASH DEERS AND O SHALL PROTECT Et ALL aDUM,ENT WWE FROM ` Y .,, . ^ - e STALE CODE - r .. .>� 4 +4., s .w V m .. `,, DAMAGE.SIXUNG.PAINT OVALL BE L,ETC. AIL FD)READ EOUPAENG` -f, - - ... r : a ;, a - E crior B-U-., r a �^Elevation Identific ti _Y GRAZING,BOORS ETC,SHALL LEFT CLEAN MID READY FOR . NG ES AND TO , F. .,.'. : - - _ .i' UPON COMPLETION OF THE PRGIECL s s. 11. cTYF�Clear. ,� {„_.Par " t,. .e '.•, 1 , - '' 14.All YARUFACNRER'S PRINTED WAR FOR HANDLING OF PRODUCTS 12 PROTECT Nor FINISHES.,REMOVED, FlDOWN •REMAIN A5 HALLo ON ONE 114 S r r - ,. .+. -- A6p4 _Elan Na.Where. - ALL WORK NORNT m BE F THE O.CUT DOWN OR DSHA1tJUFD SHALL BE DONE IN SUCH A.MANNER AS 10 - 'a •- _ " , , - ,.• - -. -Beaofron Shorn _ MUST BE STRICTLY OBSERVED.V THE WORDS' N EQlM17 MAINTAIN THE INTEGRITY OF 7Fff EXISTING STRUCTURE. .- a• ,.. '„, ;. ^� "•, R _ ARE TO BE ASSUMED WHENEVER I SPECIFIC MANUFACTURER S NOTED. - - ,v ALL SUBSTITUTIONS MUST BE REVIEWEDAND a>PRavm BY °, 4 M1LINETYPES ARDATECT PRIOR To use n 14....THE DEMOTE loN CONTRACTOR STALL HAVE THE SOLE RESPONSIBILITY OF VERIFYING CONDTI ON5 AT THE JOB ' - • - ' - .. -, " _ • V, - `. - .1S.THE-CONTRACTOR SHA L BE RESPONSE FOR ALL,RIB SAFETY• E FOR A SAFE Y THE - - WALL INDICATION„ TO.PROWo AND oROERL PERFORI�E aF WORK - - e' c ` - _ DURING CONSTRUCTION INCLUDINGBUT NOT LIMITED To SHEETRLL" s e DRAWINGS FOR _ _ _- - OYednad{oVerodmtw AIM wRita) .SHORING,AND 15. UNDER ND CONDITION SMALL ANY EXSTING FOUNDATION EFFECT THE O UNDERORK REDO ANY STRUCTSEE URAL ALTERED . R r ' 4� IN ANY Edsling :c - ______ ____.Ewbrlg$ , •..16.M ALI PWMBNG�BE DESIGN B BUILD. , UNOBLPNNI TMWOIM REWI .RED T WILL ADVERSELY - .€;_ -_ ,G• D LxIYD+G - •• - ._. Consbuctian uT.: -.. ;,:-To be s c,,.-' O A E.pRALLCJL/E1FDrRICN/_ � - .. Demolished _T __--_ Bebn and Beyw�(underc amf,4 and 17.00 NOT SCARE THE DRAWINGS. DIMENSION STRINGS HAVE BEEN I& WORK UNDER THIS CONTRACT SHALL OC THE FULL RESPONSIBILITY FOR THE DEHOIDION CONTRACTOR;AND '�fi•. y,pj ,, {:«� Taotings).(HmDEN) •PROVmEO AND REPRESENT THE ACTUAL ME AS NOTED.`:,t NO ACT.DIRECTION OR REVIEW OF-ANY SYSTEM OR METHOD BY THE ARCHITECT OR HS CONSULTANTS SHALL � _ "L. a .` r •.. 1 - •. - - - - - CHANGE OR EFFECT THE CONTRACTORS RESPON9BDNY IN'T MATTER.-" •+: .. 'v - . '• :. .-. , -; ., *18.ALL DIMENSIONS AT NLW WORK ARE TO FlNSH FACE OF-WALL•;. kr a- (cam) ..- ... Typical Her- Wim.wall. t -__---, Reference(aoMmnTme.cePler6n4) ._.. - .. - - .�' _ t - ....' UNLESS OTHERWISE NOTED. -*, - - 17. -STORE ITEMS TO BE REU7CJOED.AR SHOWN AND.PROTECT FROM DAMAGE. - i L.. ^p,: .:;+ , a •- - ` -r • ' + - a' c, _ .^19.ALL HANDRAILS SHALL BE DESIGNED TO:MEET STRUCTURAL CODE- Property U. REOUDHMBJIS. , E WITH CODE ALL ABAJDONED PILMRING� LINES ETC. '- _ A °, 1&, CAP N ACCORDANCE ..- - - ...... ' *; - 19. REMOVE ALL EXITING PI.UNBING FIXTURES EXCEPT FOR EWIBWR HOg'®BBS,UNLESS OTIRFEM75E NOTED. " e T I v d w - +x:- •, - - -- , u'1 •. -. STORE FOR REUSE ITEMS NOTED.-REMOVE ALL PLUMBING IN ASSOCIATION WITH FIXTURES AND aVRNNCES .... r. .+ •'. ., WMe w _ �.__ Line L x m BE REMOVED OR NO - - .. '... v .. _ r land d Work - LONGER IN'USE (BORDER2) :. .3 :. Z0. ALL wAL15 AND CEILINGS 10 STRIPPED BADI(.TO ROUGH FRAMING UNLESS O"ISE NOTED' Pt:.•" *' r ,S - • e Brink Lfn°r A4 UNLESS CTRIERWISE • r CEILING INFORMATION _ ° •' ....; . - , '. -^ " - - SEE SPECIFICATION FOR KIERNATE REGARDING WOOD FLOORING. NOTEDSCHEDULE. ,,x .• ,. _ ES TO BE scx 2 + SEE EOULE . . ,r.,r -. • :r * - -M1 s 22: SHORE ALL EXISTING WAL15 AND-ERRORS.PROR TD DEMUIIION A5 REQUIRED. * - t r , ' MISCELLANEOUS x Aa`..'" Su DiHueerr ? n Fbure 4, 'M "' •, - s - ' 'ti k - r 23..,:.ALL.BOSTING SUPPLY DIFFUSERS To FH3WN. FIST FLOOR DIFFUSERS TO BE,BIDCKED�OFF W/ - .. _ Rah . . - F i.�i ...-. ." a : ' r.M s o ,. .; y R.W.Symhd„ r .. 2 + .Number BLACK AID:.PLYWOOD - a i• ti +• Rehan or Exhoud DiNusar G •.. El Fhwmscalt Light Future u r N - - - O z C - Po Caging Accuse nel .- - • _ k 0 Track Llglltklq _. .. t ,a , r -A Sp*dder Head-Typical l�y Y blcarldexent Light Future YY Surface Mounted ti Sprinkler Head-Side Wall - g CH, O Recessed t Light Fiztum m Smoke Detector • --h-descard light Fatum „ • • x" y{ - r 5 ` . a V W!yR -.•Speaker . Wait Mounted CUM • v _ gO ircomi-ant Wag Washer - ,{ - V - ,VA Y ' i "✓•�v E Y 41 OF IAA�'�!� r a , a REVISIONS CHAMPA RESIDENCE - x 0 DATE -DESCRIPTION •S.: , _, ' OSTERVILLE,MASSACHUSETTS - - * ' • w =SCALE PROJECT# DATEISSUED - - -125013.00 03.02.12>" 617 262 4354 cbtarchitects.com car _ -A00�1 110 anal street Boston,ma 02114 4 _ x RELOCATE EXISTING •. 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EXISTING , n TIERED VIEVANG PLATFORM NEW BASEMENT 5IAB� - - NEW BASEMENT SUB , .. ...._. _ _. _ _. _..... .. .. _ _. ...._.._. EL-13-0 + - - EL BUILDING SECTION 1=1 _ - .- BUILDING SECTION 2-2 - - - « a REVISIDNS CHAMPA RESIDENCE - - BUILDING ELEVATION/SECTIO W DATE DESCRIPRTON OSTERVILLE,MASSACHUSETTS • - SCALE PROJECTS DATEISSLIED ' 1/4-1'-0' 125013.00 03.02.12 Cbt617 262 4354 cbtarchitects.com n ��O ,� 110 canal street boston,ma 02114 t • ,a � •, , a s S t r ' • w. 4 A. [+ a , r , - , t _ e ' : *. t , -:- a. ., a k. .,e�tt•'.,''.,.A.t,.,h>;Ya.''/€a .yF -ri$ f.E% .' %F ': l t ♦ , a • , •S , h n r a k.a • , .` '- EXISTING TO REMAIN . It 11 :r PM1 a a v t! � a . + n r - t a • 3 , `EXISTING STUD'-- - IEM e / WALL. � ,. 4 . ,, ,.. - - .. -. a -`-4 - ° .k'- • 5 3 -. I I I SECOND FLOOR, _ SECOND FLOOR r,..a s- .•... + - .. 'i. ,�. ... NEW CONCRETE x a NEW STEEL FOUNDATION WALL „v t - t ` > r r OPENING IN NEW r ' ` __ __ _ ____ NEW , _ '"'% '`'•. •e CONCRETE-. ..i ,,,_ _ _ GUARDRAIL, _ s. - - FOUNOATONWALL �' -' a• q, - r.h _ _ , BASE OF WINDOW - y , , •• •: Bo L f,: //`•. .� SND ro �.. - � ,. .,. :• .�: cy X,., WALL _ t. .. � ,• .., ;<:/ '/,'. � ...,'.. \ '\`,�/`.`i D .. , C^ NEW LOCKABLE BUIHHEADa ... ••, py , ., ,:.p.; .:. y !,, - ,. ,, •_: ..,,., .,,. � \�� � -'> ANo�AcoenAaD"LisGro' s 4 , FlRSi FLOOR F _ `.FIRST ROOfi , z 'MATCH EXISTING v� m - po _ w , ..d •# .- "{,- � - - ,.. .' � .,..�, �,,.-•:,� - xNEW BULKHFPD - . ,.,,, "..,, -_ ,. 4 �. *.a .:-� .Y.. \'..•„ NEW_ to i DUCTWORK' , •p �I r I I 1'I `�' - c m '. " •x LOCATION NEW 5'fi -sI ' -.. _ s • r y•.. � e. .,,,a > , :: _ �. ._. t -• _, m-. �,: �NEW- - � n , _ a '+ a � • ....,. ,'. . :. �NEW'SQUASH -. CONCRETE - >.. � .,..... Y1' i I. Ixl 1; x • . n, a .. r , .. -. ." i.: .• .'.:FOUNDATION ,. COURT DESIGNED .- .h* ,m ,,,c. �, !� ,> n � _ . _ .. -' ` BY OTHERS •. , . .; s �s �- '.r. , -r..- � - WALL .e. v#°. - - -`w '. - '. , -... - , . _. .._ -.- 4... .:.. ,a. - - _u,• ...A EXISTING BASEMENT E STING BASEMENT SIFB ' s, • ry Y R u , •T. r� A BASEMENT SLAB BASFMENT3� NEW NEW 77 , -, L T. a. A ,r a •i+ x ..,..s„ .... : .. - ea ,. n. m _. •':i - '' r •r « , :+ .. , a.Q.c .r F k r , BUILDING SECTION 3 3. ,. h �- •' _"!. - - NORTH ELEVATION . . M 1/4 e 1-O ., - a ,. .:�'` _ - ¢. 4 SCALE.1/4'�e 1'7" - '• m • , r, .. � -. _ L-°. •.c .3":. - S'R{' •r- -a: }.. :.F „ a .. J � x a . : s. - _ • k • _ s w Q a , ! REVISIONS CHAMPA RESIDENCE + r. BUILDING SECTION/EXTE - # DATE DESCRIPTION - 1 03/072012 MOVE BLIUQID OSTERVILLE,MASSACHUSETTS _ - - - - • . > ,. # - ,s - • e a SCALE ,PROJECT# DATEISSUED 4. • { - - 114�V-'r 125013.00 03.OZ12 Cbt617 262 4354 cbtarchite .com a - pp. - - , - • - ^cts 110 canal street bosto ma 02 A 2• 02 a • r - Ewsnnc s1uD WAIL —_—_ �_____ �__ _—_____ __ FOttiT FlDOR - __— — --_- —_ EL -0 r • i . . - / WATERPROOFING • - MEMBRANE W/ • - w- • '' n' INSULATION - e i- NEW CONCRETE - . ; - ' • .a _ /...:� FOUNDATION WW1 . • .. :; t w < i _ EXISTINGBLSDkNf SASA • .a —_—:— ---_-------_—_ - - - STAB ON GRADE .a h Y r +;-• « < - .r C'F a + e PER STRUCTURAL - , - r ••. .. - F STRUCNRAL . a DRAWINGS(S2) .. e . .. , - „�.• � 6•PERFORATED • - - - y PIPE IN GRAVEL' RUN TO DRYWELL . TYp. /.. .. - x+ SILTSCREEN NEW SOSfl@!f SIPS .. a. J`�.-- _ WATERPROOFING y c • �, ` .. • ... ..\ 1-1/2-THICK RIGID , C INSULAT ION g , - �08 E 9i M 'FUSIONS CHAMPA RESIDENCE TYPICAL WALL N# DATE DESCRIPEtON 1 03107=12ADDED INSULATION/ OSTERVILLE,IWASSACNUSETTS WATERPROOFING:MOVED DRAIN ' ♦ e SCALE PROJECT# DATEISSUED . lw=1'•0' 125013.00 03.02.12 A203 �M4 617 262 4354 cbtarchitects.com {,J` 110 canal street Boston,ma 02114 • >G _ ______________________________________________________________ NEW a,l _________________________________________l HEATING/COOLING ACT., - I UNIT: COORDINATE - 1 LOCATIONW/ T� NEW WOOD' T .OWNER ` ACT.I - ACT HANDRAIL NEW WOOD • - ® ® ® ® .1 • _ NEW GLASS ff�lHANDRAIL NEW STEEL GUARDRAIL NEW GLASS NEW WOOD STAIRCASE WITH • GUARDRAIL HANDRAIL AND HANDRAILS. b GUARDRAILCLASS TTRREADS�SIM.To _ SSTAIR L TEIV SPIRAL x � ' y , _ NEW SQUASH NEW FILLER COURT WAILS PANS PROVI ED BY . PROVIDED BY .. OTHERS OTHERS • .�;/ RELOCATED « + _ \\\ ELECTRICAL NEW SQUASH `---SQUASH COURT,WALL,.AND NET PANS r - COURT WALL OTHERS PROVIDED BY OTHERS ` • - - NEW TIERED WOOD WD.I Will VIEWING WB.1 SC.1 - _ .- - WB.1 PLATFORM (WD.1) ti `- BASEMENTLFI�R�ST FLOOR , • - - • - - - , 1 INTERIOR i •YAT10N A SCALE:1/a-- 1'-0- -.. _. - ... - .. B W/IN.MEWING AREA - .. _ ..' - B W/IN SQUASH COURT.. - - A ` ,. NEW WOOD - ._ - .. Y • CANTOR Oo EXISRNAND HANDRAIL - - - - �' S' . . '` .. s ` T -BUILDING ADJACENT TO NEW a - * CLOSURE PIECE CONSTRUCNDN NEW SQUASH - - BY OTHERS - '.<' i COURT WALL NEW GLASS m �.' �< \ A ti ,� ,. PROVIDED BY « - • ., GUARDRAIL `! i %��� y ' ��: _ ... ` - ;� 'X�� \ �c •. NEW SQUASH _, .. - ., }.�-:� �' .•� COURT WALL $ - • PROVIDED BY OTHERS .+ NEW SQUASH COURT WAIL >� /-- • - • �' PROVIDED BY OTHERS _ - _ . ;.w ~ r , - - • r - WO.1_ .. « 3 . `.. EXISDNG WB.I FLOOR NEW TIERED .• • :: W000 VIEWING - - . , , • ° PLATFORM' GENERAL NOTES ; 1.ALL MATERIALS SHALL BE APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS FOR THE.PARTICULAR SURFACE. - - BASEMENT FINISH SCHEDULE - 2.FLASH PATCH AS REQUIRED BETWEEN FLOORING MATERIALS TO MAINTAIN UNIFORM FLOOR LEVEL R r tad Tm to 1tm/1ta� m 1t1® tat RILr! 3.THE CONTRACTOR SHALL SUBMIT FLOORING INSTALLATION DIAGRAMS TO ARCHITECT FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. - t11[ Elm Na M1m1 9Q CAW 0T IIAC91 E41i amECM[ Oa 'i�j Iwm urL 1®wmA mau[ - mamL manL - mome emT io - - - - - - 4.CHANCES M FLOORING MATERIAL BETWEEN ROOMS SHALL OCCUR UNDER THE CENTERUNE OF DOOR,U.O.N. ,• �` � YL11N AIRA �000 Cm - we AB aB c1B b TIDQ 5.SQUASH COURT TO BE BUILT TO INTERNATIONAL SPECS. COORDINATE INSTALLATION OF SQUASH COURT W/ASO. SQUASH COURT TO BE r .« INSTALLED PRIOR TO INSTALLATION OF VIEWING PLATFORM. SPECIFICATIONS �a C•�4/q/. B SSC.II SEALED CONCRETE -COLORS TO BE DETERMINED v FIRST FLOOR FINISH SCHEDULE WDA WOOD:ROBBINS X142-FP225PRMIL MAPLE GWB.PT PAINED GYPSUM WALL BOARD COLOR TBO 'ALL WALLS TO M !1 A BE PANTED EGGSHELL FINISH m Ra [ �YNma ®� �� SPORES FLOOR -ALL DOORS O FRAMESNOTE TO HAVE A PAINTED SEMI-GLOSS FINISH r III I w 'UNLESS OTFTO BE NOTED. - IIII[ Wm llm •®I BC 911101 RA99 040 pm E - - - - - - � - - - - - �g - ��. • 'ALL PANT TO BE MEET LOW ODOR AND NO VOC OUALIFlCATIONS. uvm tank nAnawt 1m m - t>m Tm tzar Aa to tmr - —_� V• �.iii • - - - t 00. WB.1 W0 WALL BASE:TB � PAINTED M D 1 _ ACT.1 ARMSMONG COUNGS 2X4 TEXTURED 942 CEILING {�III� PANEL W/GALVANIZED-uIAILU GRID h RE ISICI S DESCRIPTION RESIDENCE - - _ DATEINTERN OSTERVILLE,MASSACHUSETFS - FINISH SCH �'•SCALE PROJECTW DATEISSUED - ' • 114�V-0• 125013.00 03.02.12 ` 110 canal streetlwston,ma 02114 J - - — _ TM STRUCT t OESM OF MS FESME CF WAS PEUfO W. - - - _ .. .,. . PanaeaF wANxnaNlsErtSeutmo ...... 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B KANG SWUOEUSIMMPPSONNA RWG-nf TIBEf0A7R1 9WL5TMEnr \ WNmEm9ABONGRAM .. .. - ADNFREroMANUFACNRE1f5fAS1nRMGRFOUIREYENrs . IY L I.'.. - r+/rY,6'LMEw/THREEY'BmW . a: wasarma DcesmNWoTHERIW56 PWWDEATIEASTTWOMC19 SBENEAINMOH))f R \ - I I BOLTS UWSIDEPUTmRM LW .M LV4ANDPARMIAMH14 6ANDBFA6S WHERFPOSTSAREULLFDOUfASMWnPUM%SUOIAs g tSPiB'MEAQI warRNa YRTOY � LnPEUTLORY - .. - 2-LY6.3-Lr6`/-M6,EIc.axE1K9WLSImIIIOxmuaUNGSNDAND TxE6VAMQ9MUBE - - i ' - \ -F - - '. % PPWWDDEEOWWYEMTUNDERPAR=PARTMONWAZORSMTDYDaMP32brWWUNINE' . DETAILS&NOTES EI \ . 3 - . .. .. ' aILSET2jw.. .. ' .. - . .. TH PMM fA ORHMaWNGSPAO VM W NU SHALL-END A MUT FDRAT DMK 4 IQ GAPE ' mFUxDER9DFM7HERO0fRAm%SRIEY .. O UXNIEM TN FIDORPUIFro 91MNDNOf B M DETAIL STEEL EA B Ixrmnuvao nAxrxoRDonTu vuTEsaaMaMt uxlEssxoTEDOTxLNMay TxEOMwIIMa. 4 Sp1E• 1-0' N IiUP WHETHER YAMMSIWNOR ENBNFEREDW SMLLONLYM S Y WNHI W L BFAYS YBEK - SPUaD0VED5UUCME - . 1'MIN - ..2 ^ f-0_. 1M1Y46'WNG WE=;COLUMN& I - .. L M OESMRYMINGWYBE0.NGIRDER MA.KOR106IS.aNSMONKH0EE551MU .. ... 1 2 .%'OIMINroUNOERYDEOFLYLSEAM NOf MOEMTNA111/STHEYfMMRMPMAM&IWFTTSAT7'INOMWT ANVYWLNOTBE . • O - ' ' LOUTEDNEMER ro HE ENOOFTHE9MTHAN THREETIMESTHENEYBER WIFIXOEWTTNIN THE . '. FOUNDAT10N WALL DETAIL - CENTER TNMOFTHEVM UNLESS RENTORUD TOMni'SrREsw[uiATroxs. .. SrAIL•Ybi'-0' _ 11 ATWOWFOMU MN60NR�D DEWWV RMWOODMDMWWI MMR C ,Q' .O .. C Q=g:i OLUMNDEiAIL _ - � SWOWNATOUNKUPPERW SUPDORT.NORINGTOMATINUPPENPOSTSM .V.3 2 - 5 SUIEY'^1'O' - . . 11..SLTLYL UMS7MTFRMEFLUSN WO VIU NSNNED WYNR30 M3/B'N10W7HF TOPOFIM .T W - .'O - - - 'WIIH�PIYWWD/ORSMTDMAMNG BUWNGW UNDMI fiAP .. _ •. .. `. AL U FOSTS WESEBEAIB,INfOL I earn-Schopfer&Associates P.C. J ,._£R t t tt'�I?!Pl /.•I .allearrscnoP,or rom Ut De,n n FIC FIXED BARN DOORS Additions and Renovations to: W ,d' @ UPPER LEVEL The Champa Residence SHIPS LOFT STORAGE ABOVE LADDER D9 Eel River Road' F I Osterville,Massachusetts COACH LIGHT RED CEDAR SHINGLES T.T.W. .,,L-I_: � -- BOTTOM 3'-0'OF ROOF TO HAVE General Notes: ICE B WATER SHIELD ON 3'/<'PLWD. GENERALCONTRACTORSIW-LMAKEALL -')""': T"- - - (TYPICAL FOR ALL ROOF) - SUBLCC T CTORS AND SUPPLIERS AWARE REF. UND. OF H GI EREQUIRLYl50F HOSE NOTES. ALL WORK SHALL RE PERFORMED IN COM- WIN0OW5 TO BE PELLA PLIANCE W RH ALL APPLICABLE LOCAL, STORAGE ARCHITECT SERIES.ALL SIZES ( 2.—C.YO.C. \ TO BE VERIFIED IN FIELD STATE ANDCTRICAL AND PLUMBING /[�W" 6EC�RIRG� FOR REPLACEMENT(TYPICAL) SAFETY,CONRICALANDPLUMBINGNPONS- (TYPICAL) r�� y. GBLE FOR ENERAL EONTRACTOCORING L PERMITS NECESS S . 1 A FOR COMPLETION OF WORK THROUGH. BOATHOUSE j �} S' L �,f-'" t- Jay: ' 1'X6-CORNER j OOTTHECONTRACTDOCOMENTS -[, BOARDS ME EBERA.C.NTRAC—SH.ALLIA N YOUT_:� TIIEFFL°TNEEMIREWORKTOBEPER EXISTING CMU WALLS. FOLDING BARN DOORS - - PAINTED FORMED TO VERIFY DLMENSIONAL RELATION VERIFY FLOOR ELEV.IN FIELD ,L.,.. S IPS BEFORE CONSHUCTNGAM PART NEW BARN I. _ -_ BOARDSORNER ONS AND�OCATIONSLB ORmE 0.0CEEDMG STYLE DOOR I I '�® ® � W RH woRx I I GENERAL CONTRACTOR SHALL BE REPO— SHNGLES@ 5 I ® ® O'O TN. S- ISLE FOR HE C-RDINATION OF DPIENS I I IONALR EUTRAMSBU.-CO HEWORK EQ 4--------------------------TI, I ®T- rt-�- OFREWRtEDTRAD�S/SUBCOMRACIORS, r. r7.)� I �I I��.I T.t. •I L .r I,, t NY DIREPA-ES FOUND NHE PLANS, DIMENSIONS,ANTTERROIR IN HEC-IFYNGOR 1. I _�•.LI IjL_.x !fT t il�rLj :L�� I SPECIFICATION OFAPRODUCT,MAHRNL NEW BARNSME J ` ` O0.METHOD OF ASSEMBLY IS TO BE m FOLDING DOORS m I r---------- --------------------------J BROUGHT TO TIIEATT[MIONOFHEGEN- III PARGE EXISTING ERAL CONTRACTOR IMMEDIATELY. III III FOUNDATION AS REGARDLES TANITEM III III - TRACTTOR SHALL PROS SOWN VIOITEM T U IS REQUIRED IH OR SPECIFIED,TILE GENERAL CON- DE SAID _ NECESSARY FOR TILE PROPER INSTALLATION OR FUNCTION OF AN ITEM SHON.N OR SPECI- FIED.SUPPLIERSANDSUBCONTRACTORS Tfln PROPOSED EAST ELEVATION n PROPOSED NORTH ELEVATION SEAL IN ORMHEGEFERALCUMRACTOR •i I•'/a-tom T; ' i. OTHERTIR RDES,WHICH MAY NOT EINT4- L-J I-J /G_t O WORK OF OTHER TRADES,WIIICHMAYNOT KAL RI FATED,PRIOR TO SUBMITTAL OF FINAL RID FOR WORK DRAWNOSSHALLNOTBESCALEDFOR DIMENSIONS AND/OR SIZES.DRAWINGS MAY HAVE BEEN REPRODUCED AT A SCALE DH- EREM THAN ORIGNALLY DRAWN. Drawing Copyright: �(�PROPOSED BOATHOUSE FLOOR PLAN A" RNSCH AHEAA,AJA.EXP EXPRESSLY AND P N SCH MER&ASSOCI XPRESSLY li : i RESERVE HE COMMON LAWCOPY RIGHTS AND OTHER PROPERTY RIGHTS N THESE DRAW NGS. THESE DRAWINGS ARE HE PROPERTY OF AHEARN SCHOPFER&A—IATES PC.AND • --� PATRICK AHEARN,AIA,AND SHALL.NOT BE D EP OCED IN ANY MANNER NOR SHALL THEY BE ASSIGNED FOR USE TO AM THIRD PARTY WITHOUT FIRST OBTAINING HE EXPRESSED WRITTEN PERMISSION OF AHEARN SCHOPFE0.& ASSOCIATES P C.AND PATRICKAHE5RN,AIA. Drawing Title: CUPOLA ® c+ TO GI DETAILED Boathouse 12 WINDOWS TO BE PELLA Proposed Floor EXIST ARCHITECT SERIES.ALL SIZES Plan&Elevations TO BE VERIFIED IN FIELD RED CEDAR SHINGLES 1—T.W. FOR REPLACEMENT(TYPICAL) BOTTOM T-0.OF EDGE TO HAVE ^ i 5 ICE&WATER SHIELD ON 3'/4'PLWD. (TYPICAL FOR ALL ROOF) 12 EXST. WINDOWS TO BE PELLA October�T'}LJ,ZOO/ RED CEDAR SHINGLES ARCHITECT SERIES.ALL SIZES •T @51?TY. . ® ® TO BE VERIFIED IN FIELD OCtOV NEW WHITE CEDAR FOR REPLACEMENT(TYPICAL) ISSUE DATES -j- SHINGLES @5'TAP. 77 Y—' „� 1.-:��•-t_ �'-�:_l.. '--'�7 _ .-r� ■BIDDING: - _ __ .' _ _�i ..' it i-.L.. ■PERMIT: August I,2007 COACH LIGHT -t-Lam.-:. I•I--TTI -..... ® ®)'{ L _l, ® ® .-I... 7I11,.' # ■CONSTRUCTION:October 23.200] \ 1'X6-CORNER -L Y! / \ \ �' BOARDS � ,_.. / / \ _1Tt�•r`C J_y—,i '. ® ® :' LL,--.0® ® ;•I--- -LZ.i BOARDS 1%MAHOGANY DECKING I .�`g REVISIONS: PAINTED DOORS O ISTS Date: FOLDING BARN D00 ,' ''' I ❑Date' VER JO - O NEW WHITE CEDAR !`-. SHINGLES@5-T.W. YXIY P.T.JOISTS I ❑Date: - @12'O.C.W/SOLID I AAA .-'_j', 1'C'.'J f-''r I 0Do }f ' ARCHITECTURAL JOB NORTH A TURAL STAMP& I FARCE EXISTING I (5)2'X 12-GIRDER FOUNDATION AS REQUIRED I I 11)2•X 12'DROPPED I I BEAM-VERIFY HOT.IN FIELD I I I I I I �L-------------------------------------1J I t't n PROPOSED WEST_ELEVATION I�1 PROPOSED SOUTH ELEVATION i t/,.=1.a u n BUILDING SECTION vA•=ra L 11,=Per A-8. 1 r ....� 5 , Lawn x y / ---S 1 .. Pond i...G.`.,,..-1A•......�.. .: ............•.' Septic System t• '/ • ......................... ...r..............f.......... prox/mate Born/Workshop / / f/ / 11 \\/ BE REMOVED _-0 J f SW w hf o 1 e 1 \ / OR ABANDONED / \r6 j I Paved QB °7µ/ / / \ /1 \ } Lawn _, I Ramil 510 0 / / /"\\ / on Old POye: PROPOSED - .`I CONC. RAMP �° / �6 Metal Edging ; 6,000 OAL. ro BE RExto;ED / // Stone s B WALLS PROPOSED Wj t SEPTIC TANK Conc tar walk �, / CLEANOUT'(TIP.) e w mor 11 t 4 REWIRED, /;-' f \0 �• / // f l ` --- - "" O onc at w/$ri k ca all BE REMOVED OPO „� / / / j,• / /' \ I 20 DRIVEYAY•- /-- Q. I I Entr If 7 i/ 5 R z;. Bank/ i f O I ntrred 2 Sty W1f l y Dwelling I / t o c �Qe ( ,I °. •septi Sysn }} F Brick / - �.} From BpH Cord l o 1 TO BE REMOVED-0' _ \ \ \ ji„✓ 1 t�,t 1 OR,ABANDONED I .l _ / ' 1,.. .`1 \ ( / IO N BrfcAppm _N .�•`L.....i R - From o e (n - Lawn - f TO BE bE C dO 7 \ �l. y �Rsi926i'a I (( 1 Lawn \• 41 EL.Q J jR i OJ ..I• .� _ ,..� q , �rlyectt� \ y ` FF-23.o' T ry Conc / PROPOSED PATIO_. " °\ / o ; EQUI f Lown V. \ ; L4 ! \ a l OPOSED a a F.C.PI / F.F.r EL ztb tDweruo�� y �0 T W.L. qq V F.F.P117.9 to Y9 - / Ma. #' Y 22s ,� \•1 `_._-•15 J ` PROI�OSED ,I/ I r VENT(TYP.) oh C!n\ F - Fuca "+..•.._ tai;""-. �: .. /(���� c _ .' J / O 5-w/t ti c NOTES: PREPARED FOR 1.) The property line information shown was compiled from. { available record information. M i C h a.el A. & Maureen. 2.) The topographic- information was obtained from an .on the- 20 WinSOr Way ground survey performed on or'between 061JUN106 and 08/AUG/06. IA/ 3.) The datum used is NGVD 29, a fixed mean sea level datum..' vV eSfO� MA 02493 Bench Marks used: RM36 &-RM33 as designated by:_FEMA t 4.) .Limit of Wetlands by Sullivan Engineering ` see DA-06100. 30 0 I'15 30 600,0 r 2 3 S R S S d S 4 v A } o _ a AUhl owo e 4 B 4 0 g . EXISTING FIRST FLOOR PLAN _ EXISTING FIRST FLOOR PLAN Q' CL 2 . o w W o EL LL zcs F 0 CO U ' ¢ 3Zw . .Lu-ca.' EX-1 m. i C V� CL cn _ w 1 EXISTING FIRST FLOOR PLAN �............... EXISTING FIRST FLOOR PLAN U w c � Cori :qn_ o s a U A w � § g 6 •. ♦ ° XQcn Wo W boa = w W WSW � LLm ��EXISTING LOWER LEVEL FLOOR PLAN c EX-2 i AN n 157, sit Driro Leend: ! AL illCl .•..................... � �If� Ma/ ...... .. ........ ......... ........ .......... Y .... . NC Ad i� / .�• .4" \ '�°. ............. ........ rrevelled w°r...... ........ ......... ...... ........... j10f'to MHW hncN/F07 aw y % �� � •��� \ 9���F.m ................ .... �. ..�... .......... N64.52'S5"E & Marjorieg McGr • Holl Tree i t tf# AL Deciduous Tree r \ I AL AL� Fnd � � �Iso;aced 1 .. / \ _ 15' SNdeyGrd SlL \\ l � "� ,. ,. 'Neqelated„ ``..- Coniferous Tree \ -VYetlanti _ -- _- \ \ \ \ \ r \`, -� Sign !y I r' Light Post i 1 `' Troy%o - !� l f / �70 \ \\ \y \ \\ N \ / _- / Ce/bH. oNW nd O Misc Manhole 03 } Way f � �nery \ \ \ \ ( ( r \ `1 / r - edt ' t• • �" • ►• °: �f ~ \ ,/ -..' `�. °n¢\ \ a" � �. pI.IW °Fe t . ��Od ��_ p o •S• .��. Catch Basin ; Mean High Water o t End of i \ y \ ~ \ \ \ t / VI ° Hydrant E1=1.7(NGVD) �•'' li (° o\ ° Coastal Bank \ l '� ° °, \ \ t' T r O Iron Pipe \ i /` `' ,� \ / \� 4 r,.- ..1-• -'" a0e .(i El CB/DH 1 " r ✓ I \ �' �° \ \ \ \ ` \ / r F s' o°04-' a J y m ` - _ \ 9P \ \ \ \ \ _ - � ' DIRECTIONS: °• .� �� - Utility Pole -' Wetland Flag 0 I I ` -- - -�- `- Poa ; \ o From Hyannis -Wood Take Route 28 towards Osterville; • • p - \ A ___-�- _ i �- cn ( --��'` _ Take a left onto Osterville West Barnstable Road, and `~ _ o , OW Water Gate (round) I w I __ �___ N _ „ o � � I � n- �__ll -_L ti� � follow to the end; Take a left onto Main Street, and s � •au ppaa , q ` © Gas Gate (round) o \ - _ I T J-4- 1 Crush d Stone Driro l ' } -____�---� 1 _ _ _ _ h then bear right onto Parker Road; At the stop sign OHW- Overhead Wires j s Ir \ """' ' l ________- -- - / / / j ° iw� �j t0 take a right onto West Bay Road, and then take o N�� - -25- - Elevation Contour I elf '! \ \ r / f p left onto Eel River Road, Lot is on the g 75. Post Dth 1 d right, #3 � • �07 Granite Block I } I j�' \ / / / / \ 1\ SE 8• =d S.......... Underground Utility Line Revetme t I I i -" I / " r / / / / 19 r , l� Rhodadendrgh r •" Lot Are 204,765±SF -,4.70±Ac (Per T._O_B.""Ctfb ter 240-128 F/ / f tg Defined_ - / ,,-1- -- �- \ -- - --___ f/ SEPTIC NOTES_ - P �, f f ,-~ stal Bonk ( \ l� ap Stoneon " / 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Location Map. �'W` (' \\`��\� \ ; ( % / r / ✓ ) /�i( ` - Driv@ w/mead Pov@ ; ---- Prior to An Excavation For This Project the Contractor Shall Make 1"=2,000t' Edgin Y J the Required Notification to Dig Safe(1-888-344-7233). 2.The Contractor is Required to Secure Appropriate Permits From Town / Agencies For Construction Defined b This Plan. �lF\ \rye 1. I II 1 �l'� / ( �' f / r _.... (' "74 i o \ \ h _ \\ `� Drive g Y JQ10V 3.The Water Line Shall be Constructed in Coordination With ASSESSORS REF: e j �� `\ • 3" dw, Pk,t ,_ COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 Map 115, Parcel 006 �0� 1 � }I�\ \ Pa Goncete I / eoiY ` / j / // / / �� J I r \ ,>� O &310 CMR 15.00.The Water Line Shall be Sleeved Where Required d f / r X 4.Install Risers to Within 6" of Finished Grade(7 Required and 3 Required). F I ° I l f J / f I 5x� / Lawn / l / /� �� _ /� f \ \ \ 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's OVERLAY DISTRICT Recommendation that H-20 Always be Used. ` - j 1 \ N Y AP - Aquifer Protection District 1 ` 7 \\\\ ( r � �� // y/ �\ 11 \ \ ' g 6.Septic System to be Installed in Accordance With 310 CMR 15.00& 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable \ v 't \\\l J 5x► j / / f 1 / if / \ Board of Health Regulations. \\\ i , I he .W/f ./... ... .... .. FLOOD ZONE li° `�\\\� Q ! 1 / / / / , I coy 1 " '/s \\ / 4/ \ 7.All Piping to be Sch.40 PVC. i14i1°n E \ \ Q I / Pond \ , . 8. Septic Tank Shall be a 6,000 Gallon,with 2 Compartments. Zone V17((L14), A13(EL1�, ''• .. ..............1`./'�:':�.�................\ i Q }�° \\` ti Y - _ ✓ / / / I f >/ T ` The First Compartment Shall Have a Volume of Not Less Than A11 EL 11 B, & C see plan) ....... ...•,•Sept'.system - Timber Groin loo \ 1� �" "" `/ l Community Panel No. Remains 1& t \ \� \ \ j 2 / / / /I 4YH --- / Bo / arks p ants S Co u # / 1 _ ........... ... ... Approxlmare ~�. Interconnected Minimum Jul 1 �.............. ...........l,r......... f. •~man BON Card 'Alx'• ""` -+e 3 \ � / ,,, � m Sty w/ho s � 1 � / E The Compartments d thh 11 be rater of Le�sdthana�0 Gallo�O 001 016 1 I f / / ( 1 \ TO BE REMOVED / 50y 2, D 992 D \ \� J / \ OR ABANDONED y, / II R mpf \ 9, Vented Inverted U-Shaped Pipe.s Shallxtend a Minimum of 10" I` ����.` `�,. ..`...�yo•1,... . � � „ 'f° ! f f '�80��`ti � � \\ �� \��1 Lawn �i \ I RomFi \tr . __- Inlet Tee 0V° / / \ / pate f CONC. RAP App Emote l p Below the Flow Line. on Old PROPOSED =7. ' Fr BDN c ZONE: Stone Edging EPIIC GAL TO BE REMOVED To Mo l ' I �C 10.An Outlet Tee Shall Extend 34"Below the Flow Line of the 6000 1 \ \ , ! �m PROPOSED W� f''(;;; 'l SEPBC TANK Conn AB D �( Q AL 1 1 �`. / / -f CLEANOU7(TIP.) l Or1 Gallon Tank,and An Outlet Tee Shall Extend 14"Below the Flow RF-1 / 10 , 1 ( \ \ Start of / / ( w mortar Walk �� 4 REQUIRED )\11 'h' _--_ / • Line of the 1500 Gallon Tank.Both Tee's Shall be 1 d With Area min. 87,120 SF Coastal,,B�nk / / f l ,,- � \\ m � ,� Q �Pe (min.) End of / w'' � ...` O one Block Ir0/l cr ry j+°/ �\ Gas Baffles. Fran toe (min) 20' AL 1 } Cod tal Dun ___ __ w/Brick C� q \3 1 I \ , t® / ✓ " " BE REMOVED " ° n l y . Width (min) 125' \ 1 \ r / / / f o ;• ° O x Setbacks: 1 \ / / - o � -1 v Front 30' ___ � Lr / ( Side 15 Rear 15' .... 20 DRIVEN�AY. I PERC TEST: 11,815 ylllc I i t I ` I / f/ ,,..- �"'" ` f / / I I / I / i + ~ `J,. / .:' PERFORMED BY:PETER SULLIVAN,PE-SULLIVAN ENGINEERING WITNESSED BY:DONNA MIORANDI,R.S.-TOWN OF BARNSTA.tLE 3ULY 9,2007 DESIGN DATA AL C Brl TEST HOLE-1 EL 14.0 TEST HOLE-2 EL.14 0 TEST HOLE-3 ay 14-0 TEST HOLE-4 EL.14_5 Single Family-17 Bedrooms-Existing 1 ' t P•\ I I tflt 1 CdI ,�� Or\p�� �" ! MIJLTIPLLLAYERS FILL LOAM LOAM/ORGANICS With NO Garbage Grinder Float / 1 I ! - - ,/ 5 RAM / 49" 9.9 36" 11.0 6" 13.5 8" 13.8 Daily Flow=110 x 17=1870 GPD Wood Pier 1 r-l / Start d f , f •• ,' 8 E LAYER 10 5 3 A LAYER 7.SYR 7/6 E LAYER IGYR Sl3 E LAYER IOYR 5/3 Septic Tank:1870 GPD x 200%=3740 GPD Woo Boardwalk Coastal Qune e� y #239 ta:Q.y, , r / BROWN REDDISITYELLOW BROWN BROWN End bf / / B\ I 2 St W f It1 / aQ c�3 63 LOAMY FINE SAND 8.8 MED.SAND 12" LOAMY FINE SAND 13.0. 2 LOAMY FINE SAND 12.1 Use 6000 Gallon 2 Compartment Septic Tank c r Float .� y , 7.5YR&6�o COOSfOIE Bank/ ° rored g / i /, �, I r `N\ B AYER YELLOW 51" PERC TEST 9.8 REDDISH LAYER ELL W REDDISH LAYER ELLAD l6 •P 1 Vr °;i ( �y Dwell in v REDDISH YELLOW 25 GAL.IN 14 MIN. REDDISH YELLOW REDDISH YELLOW And 1500 Gallon Septic Tank for Cabana and 2 0 Septrc sys�n 76. MED.SAND 7.7 <2 MINAN. 7.7 23. MED.SAND Ill MED.SAND Bedrooms from Dwelling G ✓r Approxlnlete / V. C LAYER 10YRY 6 C LAYER I OYR 6/6 B2 LAYER 7.5YR 6B PERC TEST 163 k0A O\ 1�. °�0°� / / ! From QOH Cord / �, BROWNISH YELLOW BROWNISH YELLOW REDDISH YELLOW TIME 9-6i"=10 MIN. / Brick g f j ,- O< ° S , ° } 10 BE EMOWD i 144" COARSE SAND 2.0 145" COARSE SAND 1.9 69" MED.SAND 8.3 61" <5 MINAN. 9.4 LEACHING AREA ryC)/ OR,_ABANQONED( N 3, NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED C LAYER I OYRY 616 B2 LAYER 7.5YR 68 c�,4O ! \ i p• BROWNSH YELLOW REDDISH YELLOW 1870 GPD/0.74=2527 SF Required a ryj' / f 1 '1 0 ,. I . :..: , \ 1 144" CGARSE SAND 2.0 SAND j' H Brlc j O ',�'.... NO GROUNDWATER ENCOUNTERED 86" C LAYER OYRY 616 7.3 Sidewall=2 X 2(12'+76')2'=704 SF r° I ,/ ti BROWNISH YELLSAND Bottom Area=2 X(12'x 76')=1824 SF p \ 143" COARSE SAND 2.6 + Lawn I y = NO GROUNDWATER ENCOUNTERED 2528 SF Total Provided f / FPro From bN C d \ (� f 19.26 1 BEG( Hut / / TO BE D J �R .............�. ? , , I LEACHING CHAMBER DESIGN PutjLawn \ '�� .�.� .......................i...........5................. , 'C'•• .....:• All Pipes to be Schedule 40 Use QL 1z ° / 7 \ �\ \ ° R 1 Vie_PmnlLmmmmt,eDe6amined 16-500 Gal.Leaching Chambers in 2 cant ,G. u�rc�n..rlmll=.mn. F t f CS/ t rejd FF=23 D' !v F , .a Pn-*1. 12'x 76'Washed Stone Fields as Shown. l 1 ! mo / •.:.. I // �'ne rr� \\ ~ \ \ `d° '�v s�'J �� �' m�c,"�on 1 Vc.«w w 2 P'id& �j / r�, // F.P.EI,.I),0(IANIinV PROPOSED / �,-�e V / FP.FA.2IA(C.bm P.G Fl.21.0 P.O.H..19.50 F.G.EL.19.00 F.G.EL 1650 P.G.EL.14.0E EL.153 PATIO D V o �(�� / Mean High Water 1 0 1 I o •' .. , �� /-- _` /\' y SEE NOTE 7(TYP.) S«Nae 4(ryP.) E1=1.7'(NGw) l 1 I �o j ' I I c° / \til �. o / l PROPOSED •� O O °�C° dl' 15 I is o. ° _._.. ...� 10, '. ,... by P (�, 1500 Gs� TWEL.10.50 H 20 D Boa C.� .•' o� ..•• •••.... .... ..�.......... PROPOSED ; --• - Flow FAG;Iiz«. Septic Leaching II ° / Lawn _.. 1L9.soChamber x-zo 1 ) Bedd.&-"Pa Titk5 nrlmr000a°6Rmo.eR Repice r"a,&Baffels -P Sai4.M° 1 ,,. '"� _-• Ia Mia-slw (See Notes y- - •::J ,. 76, p Tn"OwnF«im"eanrT>rs a O O / / dry DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM FL 19 / NOT To SCALE' No Gmuedw TF1-2 yl Fmiah Grade 3'M9"Mm otho se �� k V osED `� PI c. 1 I / u. ,. ,, 11- \ -Box $u`s r w. v d�4 cua Fill r v"i- Ill L«11=mbe lkeermiv� Filter i\ uT'®eof mw0 m u m ee Fabric \ `\ mm.w"mce I vm m 7 FWd, 2• 1/8"-12" /'� i ! f Rw•t -Y AND/OR 2 !g• '6' \ r r Pea Stone S/de / i P.F.0..13.0 Orrdlmt) 3/4"-1 12" ` / Y 9p�• `' hr°' ^,Cr O F.F.RL 17.9 F.G.EL.17.0 F.O.EL 14.0k(MAX.ILL.15.5 3- ' `--•-- - Q / � '1" r\ Double warned • ,� . / / �v S 9• t0 My� _, ` _ _ ..__ % ?�Y r, S\, p LEACHING stone / '� '� X P 0 12 \ s...--16 PR OSED it S.�N-40yPa `a3� �(', CHAMBER io �ENr(rrP.) SEE NOTE 7(TYP.) fl P E T E N „.. A ! �� w cioh �• ! & SULLIVAN \` 15.63(DweHg C.J cn y M '..\ ._ Fa^' ` 4 ,"..--1 \.. Min.EL15.03(Wo"hov) CIVIL �-a'-to^ - / yt / �P \ ssotk• �.•� / /` 6000Ge0on No, 29733 --. .�l 2 ComPmtment Tw EL 10.50 12 / � /V C) "--. c•(• „-, Q Septic Tank D-BGa ,G .Q� (1 � / `C � `.,, --..- _✓ G H-20 H-20 Lam.(�" y�F't�j� F'A9�� ffi 9,o Leach rag CROSS SECTION OF CHAMBER 'k Climber NOT TO SCALE `C � Bedding,"T"s,&Baffela v 10 ee u Per Title 5 ( G' (S Notes 9&10) An Umuit bk Ste.MWMai,5'.r ^--.� � IIF.00ma".d R<mone&RCP4oe l`f.(! y'Q/-r, m la ."Mi -slit, The0-p M.5ty- o n 73 ,2 �r 7j 9 r � I................... 26 A? ... DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM Add Tank & D-Box For Cabana & South Wing DATE: 02128108 r �� NOT TO SCALE N.(h..vdwMa Tt1-2 Rotate S.A.S., Update Proposed Layouts DATE: 10104107 I REVISION: Add Septic Upgrade & Driveway Improvements DATE: 0810 07 I I NOTES: PREPARED FOR: PREPARED BY. Ti TLE. Site Plan 1.) The property line information shown was compiled from Michael A. & Maureen 0. Champa Sullivan Engineering, Inc. CapeSury Pro osed Im rovements / available record information. p p PO Box 659 7 Parker Road I O 2.) The topographic information was obtained from an on the 20 Winsor Way Osterville, MA 02655 Osterville MA 02655 At O ground survey performed on or between 06/JUN/06 and 08/AUG/06. Weston MA 02493 3. The datum used is NGVD '29, a fixed mean sea level datum. (508)428-3344 (508)4 Cool.c 5 fax (508) 420-3994 (esur 420-3995 fax 239 Eel Rivuer Road ) PSuIIPEt§kiol.tom capesurvt�apecod.net Bench Marks used. RM36 & RM33 as designated by FEMA 4.) Limit of- Wetlands by Sullivan Engineering Bamstable (Osterville) Mass see DA-06100. 30 p 15 3o so 12o Draft: JOD Field: RRL/WHK/DSS tll t Review: PS Comp.: RRL DATE: SCALE: „ , Project 26029 Drawing June 4, 2007 1 =30 l #' 9 # C659_1G1 2 Sty%f Owe"'79 Bit Drive Legend: AL ................................... _ d �.......... �.. ....y........, �� CB / �" " jiLrevelled 1VdY �'!e .. v \ "' •........ �.............................. / ti 1 ... M W4. 510f'to MHW N F w Holly Tree /' 1YIL ! �:.. ....... . hn �' '55"E & Marjorie c .. .... ��, .. \ 64"52 � � AL Deciduous Tree / i�. "' ,. .. ._ �' �.__�--•--•--.__•- \AL - � \ / IP :'r�� �r '� v. r tee, r \ \ \ ». �'" `�r,--•_ - •�`^" ,� s� rl \ ',� \ "`` ,� `� .._... a \\ \�CQ�. � / Find a{ed. - ..''\`1 -''F3`. ~' \ -•T eqq�fated � ` I t __•- \ __\__.�•-�.-_. \ � .,� ,,, '�� \ �. �.� `ti s / r' Coniferous Tree \. X' Wetland v._-•-- --- 1_c= \ \ - �' \ \\ \ \ `~ r/ // �`,' ~ -� Sign 1 - f ;. " Light t Post / t fro r _ l { f \/ r e H �4 g V%d JJ/tf j GT \ ~~ APB ~ y ~�\ \ d t / / a _18 i �/ \fndj i f J t t \. `. � Mo11 `-' Alq{W �.e ?ro F ":y;: °°� o ... •.>,e`. O MISC Manhole - °D / y ( `4 ac,e- na0 \ \ \ \ \ / / \ \ t v a6d ® Catch Basin �, 1 ) A " � >Mean High Water t o� °o End of "` \ \` \ ` \ \ 1 j 1 / o s 6 Hydrant EJ=L7'(NGVD) �\ Coosfol Bank •.,. � \ o a .,\ `� ``� ,� ° � � _,� �• „ / e a QIron Pipe oo �,• r .•,,. -» " -.. � _._ ...•- ,-,._, -,,,� . - __ __ �.. __ __ ..._ _. � -.,, �`�, +, �r��° \\ \ \ 1.." •.., \ � i i 1'! k ,.1••. �aA -' � ;. ° Q, CB DH a Utility Pole _y - 'Guy DIRECTIONS: g 4 �m From Hyannis - Take Route 28 towards Osterville; L> Wetland Flag oB °i a yo c, \ \ --____� \� /_ yJ d Take a left onto Osterville West Barnstable Road, and p 4 Water Gate (round) o �� R �� \ ------- --- -- _ --- '-- -. ``"- , •. •"'••�=--------- �- ro \ •'' follow to the end; Take o left onto Main Street, and � '-'� � :; � `�ei= �' "•°� 4�:�" � 4/x -- -- --1__ �� Crueh d Stone pave V v " 6 © Gas Gate (round) a " \ ~- -- _ I r«: ° ---� --___ then bear right onto Parker Road; At the stop sign :" b� __-_ / # --- , h takea right onto West Bay Road, and then take o a . OHW- Overhead Wires ��r r.- \ L-- ------- - 1 . r., .h -a \ ,� /?P°o; � leftonto Eel River Road; Lot is on the right, #375. - -25 _ - Elevation Contour M� Granite Block I ��fi `'� -- _ . / r,. / /f 1 ' / / t\ s a' Underground Utility Line Revetme t 5.......... g y J f 1 v . a Rhodadendrgh f ✓'' / / / f / / ,� .Lot Are ,f �: �.-.- � �- ,� ,, ,, , ,, � _ r ,:' • �� � � � ��,� � �� � 1 t I ' \ 204,765±SF -4.70±AC l - __ __--/-- -- _ °� fI \ f / f (Per T 0,13.- Ch-apter 240-128) ,f/ / / - "f gtoefined --/ Al, -`�- Location Map: s�� Coastal gam& ( t, --- ~� Stone _ 1"=2 ion' / / / i' cs \ ( 1 Drive On paw __-_ ' -� -3T----___L--- - tol Ed in > t 9 0/ �� // / /' �: - - ' •./�% \ � _ ` �,'/\ �o� Drive ASSESSORS REF.: 3" Guun P rt IEIec / / / - // } - "` / Map 115, Parcel 006 WoncteteJ r' Sx1 J Lawn f 11 l f /1 t / ~ 4 \ ° �JILI rt� ' } � _ / f f " - t f i ,' ,, --- t `� �� i� OVERLAY DISTRICT. / "_- // / f f ` f , J �`�/ ' _. _•�\ r� / AP - Aquifer Protection District < / \ \ FQ \i... . . .... .... ...... .... / f , ° ............................ D ZONE' •.�\ �1 � � .' /' c©y 1'"'~"rs.••, � � .....:. . ......... .... 1 FLOOD 1 lily ; ��\\\ / / / f j l I I Pmnd I SEPTIC NOTES Zone 1 / 1.. // 'O'. . . ..........r'./.�..�.►................\ \ f A111((EL11)� B� &EC (see plan) Timber Groin 1 Se t1c S I. .. 1 J �t 7 O a � �I� � I � 1` ��� Y / / / ..... .. ��......�.. ........ .... • .,•' acau/m�atte,`......../ Community Panel No. Remains >aJ4 o Q f 'I r y Ap --- B /Vt, k 1 hail Make G #/ _ t - ................�. From BDN Cord /x'• r a ors p J , O / \ -.,c� 2 Sty w/f f / cation oUtilities own on 1s a Approx. t L 250001 0016 D 1 \ r0 BE REMOVED / »'`•,, •--.. � I Pcved� r �"n1S.., ` Prior to Any Excavation For This Project the Contractor S Least July 2 1992 1 I u - - - ............ " , / / ( 1 OR ABANDONED �/ a Required Notification to Di Safe(1 888 344 7233). • ` \\,�'Q.. .... ... .... ..� ... ' '�: 6��. I Ra,•npi `. {�, Y ' the g Lawn I .The Contractor is Required to Secure Appropriate Permits From Town ° j / ✓ , OB,f�go�µ \/ \�- -' \ / r CONC. RAMP / :' rn 1 \ \1• ,F f / / , tot o` / \ / °n Old PO 5.000 A -z ' wA� P B[mate rp 0 2 Agencies For Construction Defined by This Plan. ZONE: cp // \ r Stone Edging s,000 TAL. tv BE REM0 ro e o Il :' j �C �� 3.The Water Line Shall be Constructed in Coordination With �i / \ f 1 PROPOSED wlMetal ("r„3 l SEPTIC TANK Conc AB D / ! O RF-1 Start of \ a.EANOUr(TYP.) COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 w mortar 4REQUIRED,- -T/ / ;� / " p &310 CMR 15.00.The Water Line Shall be Sleeved Where Required. Area (min.) 87,120 SF 1 Coastal Bank drof / / `\ O one Block wall -C. ry ` 4.Install Risers to Within 6"of Finisbed Grade(7 Required). Frontage (min) 20 Coastal f 5.All Structures Buried Three Feet or More or Subject Width (min) 125' BE REMOVED - o ,, Setbacks: o \ g• Engineer's . Front 30' ` _ V to Vehicular Traffic to be H-20 Loading.It is the En neer's Recommendation that H-20 Always be Used. ' Side 15' c ��•) 1 # r / / / / / / /, X L e Q 6.Septic System to be Installed in Accordance With 310 CMR 15.00& Rear' 15' 248 CMR 1.00-7.00 Latest Revision and the T stable e own of Barnstable DRIVEN�AY,• ! / Health Regulations. ,� � r• 1 Board of gu t i l I' r - -"" f/ / �� l' � �� I �' ., ?O� '� • " � ""✓ :'f f 7.All Piping to be Sch.40 PVC,and 5++�1!be;llAarked vvath Magnetic AiL I _ ,l , y. _. � - .---_ / rt � / , / _ _ _._ . _T__'. a°c},. ,_.. _ . , ,> I _. _ i' �•'' � Marking Tape or a Comparable Mezns in Order to Locate them I Once Buried. jL _ - (f 8. Septic Tank Shall be a 6,000 Gallon,with 2 Compartments. cen �'` ' 11Ie 0 The First Compartment Shall Have a Volume of Not Less Than ` Float / _�, r �i 5 9E R 3,740 Gallons and the Second of Not Less than 1870 Gallons. Start of /' The Compartments Shall be Interconnected by a Minimum 4"0 Wood Pier Woo Boardwalk J Coastal Qune d� #239 ta'•' l/ ' \ f End f 1 s'1 2 St w f Vented Inverted U-Shaped Pipe. A Float '' ,i Coastal Bank / O ` y / '' / 3 o Float , f , �Iec l j / t / ntry Dwelling 1 // - , 9.Inlet Tees Shall Extend a Minimum of 10" f 0Nr f I i °R V ° (i sertrc syst�itl / 0 Below the Flow Line. t J J 4 APPIOXkTldte / / �e 10.An Outlet Tee Shall Extend 34"Below the Flow Line, :'• �'" k°y o\44" °a1o°j I erraK ° / TD eE R%OI o J and Shall he Equiped With a Gas Baffle. 114 a- o/ t T eBANDONED oc6o f f f �, !I N art 4 /I DESIGN DATA �j I /' PERC TEST: 11,815 .......:... ............ o f I W r` Lawn J I � f / Septic fern \ Single Family 17 Bedrooms-Existing f 1 1 } i / `"' / t APProk a (� f •y �R=19.26' PERFORMED BY:PETER SULLIVAN,PE-SULLIVAN ENGINEERING g y- g From C d rl' WITNESSED BY:DONNA MIORANDI,RS.-TOWN OF BARNSTABLE With NO Garbage Grinder 1 f f fBha Hu% TO BE Q .......,...., j ' _ = 1 ..�{Q 1 ; l Lawn \ OJ � J 11, 4. - 4.0 4.5 = Y 9 2007 Daily Flow 110 x 17 1870 GPD f / •• ao B................. / t si ., ,: .,..... TEST HOLE-1 Septic 1870 GPD x 200% 3e7p40 GPD �„c o TEST HOLE-2 EL.1 TEST HOLE 3 EL.1 TEST HOLE-4 �_1 Septrc f .?f f f r� t •t', / f` / ( T\ �`� - / / FILL FILL LOAM LOAM/ORGANICS Use 6000 Gallon 2 Compartment Septic Tank / / MULTIPLE LAYERS %}.. / j \ O FF=23.0' R' rK. Cone 1 �G- 49" 9.9 36" 11.0 6" 133 B" 13.8 ? / re°dcG \ ' _I `' tc ^ v F E LAYER IOYR 5/3 B LAYER 7.SYR 7/6 E LAYER IOYR 5/3 E LAYER IOYR 5/3 LEACHING AREA °n ... \ a u ,/ �o ',�G� ry� dj. BROWN REDDISH YELLOW BROWN BROWN I I ! 0 �l j t / f y j m i n /� 63 LOAMY FINE SAND 8.8 MED.SAND 12' LOAMY FINE SAND 130 29 LOAMY FINE SAND 17-1 1870 GPD/0.74=2527 SF Required °d PROPOSED 8 / /p e V / f' B LAYER 7.5YR 6 6 51" PERC TEST 9.8 B1 LAYER 7.5YR 6/6 BI LAYER 7.5YR 6/6 f �., o /' a REDDISH YELLOW 25 GAL.IN 14 MIN. REDDISH YELLOW REDDISH YELLOW Stdewall=2 X 2(12 +76)2 -704 SF o / PATIO \ U Dt' >/ /� J / O 76" MED,SAND 7.7 76" <2 MIN./IN. 7.7 23" MED.SAND 12.1 MED.SAND - , , - i i I r � �`\ \�'. LAYER YRY C LAYER I OYR 6/6 B2 LAYER 7.5YR 6/8 PERC TEST 10.5 Bottom Area=2 X(12 x 76)-1824 SF Mean High Wafer 1 f ! ° I o f 5ET) ,� \ ZT" -•.,,, O ;I�j BROWNISH YELLOW BROWNISH YELLOW REDDISH YELLOW TIME 9-6"=10 MIN. 2528 SF Total Provided EI=1.7'(NGVD) 1 1 f �p 1 /G I 4 \tip (4 ! DRA ° t� / O 0 144" COARSE SAND 2.0 145" COARSE SAND 1.9 69" MED.SAND 8.3 61 <5 MINAN. 9.4 �•' 1 /1 10 (` P ��1\1 "� I �RY a 6 0/`'.. y ,+�0 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED CRLAYERI0YRY616 B2 LAYER 7.SYR6(8 7���� / 1 'I o �•' 0 t .. B OWNISITYELLDW REDDISH YELLOW LEACHING.CHAMBER DESIGN I� r.•.• ,.•' • 144" COARSE SAND 2.0 86" MED.SAND 7.3 `/ 1 0 .••.,.• '~ P NO GROUNDWATER ENCOUNTERED C LAYER 10YRY 6/6 E ill , \ \ 4a\ /o BROWNISH YELLOW All Pipes to be Schedule 40. Use / m 1a3^ COARSE SAND 12.6 16-500 Gal.Leaching Chambers in 2 ::f f � f I o�1ed o� •'' I of z / �� NO GROUNDwATERENCAUNTERED 12'x 76'Washed Stone Fields as Shown. /� � � 7 � �< ••'` � Lawn ........ ..... ....... \ _ � w... __._ O / lad w be D-ainal / >� re,e7,te Finish Grade ICMW2 Wd `'•... � �)J,,` k4 ��' � / QY 1"temwnxl 1 vM b z F'iNd. Oth /'/ i `}•'' F.F.EL.23A 03wamad A.F.E1.17.9 9"M'el : X I ` •\ 1 QSED ` Pt F.Q. / F.O.EL.17.0 F,a.EL I4.Ot AX.®..IS. Compacted Fd1 * •�� -Box $a r w.L. 1' �� Fate Fabric r- `' "`•• '\ (NP) AND/OR "+, `K'w gee Norol ac/ I \ / `•' \ v'� f / f E NOTE 7(M.) Its"-1/2" I29 fs,sloe 7s' 1 i / z" Pm s-1 lt2" FL 15.03 ) 3 LEACHING SD°un�ble washed ' +� �, S 8ge Myw _ _ / 6000(erane 2 CHAMBER w.4 `i / 4Fc k Q'` 0 12 \ .."` PR OSED T - 2 C t Teo EL logo ,,.,.-• SepRc Tank D-Box � 2 � ` ..._�� � `" ...,,, to VENr(TYP.) "• Hzo H-zo J4 h/ 1 OC2 �' aioh<f° \ •--», `. ` \` '� ..•I °� SEE NOTES FtA EaniEu,a its:s 13L.9so Cbamber N OF I�(ASsq IfV eyjCe » h l4 f r19� x zo �-- 4-)o^ ,� /�Q / SMflo'Sefbock` 8 ,• rt l PETA Beddiners,&Beffela lr �N -,. �o SULLIVAN GNa 1, oPer Tide Iteeooaaend Ren-RRc94a Q � `C 4.,1 g mi. (SaeNotea9♦1:10) Anl v.M61e So�7.VAi.So[ // 4}� Off` 6 / len/a-gam 7>eoae,reda«m er7neEqu°a CROSS SECTION OF CHAMBER CIVIL V3 ' // 4k / / o _ NOT TO SCALE No.29733 f DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM `-.. �' "-.�.. � NOT TO Nomam..le37t-2 � FGISTE�� F ,t`) •/ s ONA IiN / �// / Ctff Corr ? ass a, Rotate S.A.S., Update Proposed Layouts DATE: 1%4/07 REVISION: Add Septic Upgrade & DrivewayImprovements DATE: OS 07 07 I i NOTES. PREPARED FOR: PREPARED BY. TITLE: Site Plan 1.) The property fine information shown was compiled from Michael A. Maureen 0. Champo Sullivan Engineering, Inc. CapeSury Proposed Im rovementsavailable record information. b b 20 Wnsor Way PO Box 659 7 Parker Road I 2.) The topographic information.was obtained from an on the J Osterville, MA 02655 Osterville MA 02655 At O O ground survey performed on or between 061JUN106 and 08/AUG/06. Weston MA 02493 (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fax '3.) The datum used is NGVD 29, a fixed mean sea level datum. PSullPECool.com copesurv&copecod.net 239 Eel Rivets Road Bench Marks used: RM36 & RM33 as designated by FEJMA Bamstable (Osterville) Mass 4. Limit of Wetlands b Sullivan En ineerin ) yg g Draft: JOD Field: RRL/WHK/DSS see DA-06100. 30 0 15 30 60 120 Review: PS Comp.: RRL DATE: SCALE: „ , NEENEENEEMEMMEProject 26029 Drawing June 4, 2007 1 =30 � #' 9 # C659_1G1