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HomeMy WebLinkAbout0247 HIGH STREET - Health 247 High Street I a 0 TOWN OF BARNSTABLE LOCATION,', y7 /f, /i �yz� SEWAGE#AtO&-G6� VILLAGE V )ir ASSESSOR'S MAP&PARCEL — O I INSTALLER'S NAME&PHONE NO. WVY-,We SEPTIC TANK CAPACITY /f?0 Cc LEACHING FACILITY:(type)rW eo[ C/� 4-!j (size)/a,S 3�4.2 y lie' NO.OF BEDROOMS OWNER PERMIT DATE: I 7 0 COMPLIANCE DATE: b Separation Distance Between the: Z Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �T Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 206 feet of leaching facility) Feet Edge of Weiland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) .0 74 Feet FURNISHED BY t ca•- / ec � L_.I 000 O J t t a / No. �` Ott) Qa Fee V© - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppliLAtion for Mispo8Af OpBtem Construction Permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) /complete System ❑Individual Components Location Ad ess or Lot No. Z 7 7 7L5, y�,E$ Owner' Name,Address,and Tel.NoAssesor's 141ap/Parcel / f / df�d�/� / r� /� 1 Installer's Na�/me,yA�ddress,and Teelll..5No.yc 7 )j 9��Q Desi er's Name,Address, d Tel.Noy. .177 Type of Building: Dwelling No.of Bedrooms Lot Size ,/z- sq.ft. Garbage Grinder( O Other Type of Building .y �P �' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided z d gP Plan Date 3�i Z �� Number of sheets Revision Date Title Size of Septic Tank ®® Type of S.A.S. ®� Description of Soil 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 Board of Health. Signed Date---� Z Application Approved by n, Date Application Disapproved by Date for the following reasons Permit No. a I b ' 00 0'), Date Issued .--....+�-r--ti...+....-a...-....:+ai,.......�w..�...n�. �.. .. xeE'�".,:.r«+.ww.:.•^.r+...r=� .a-�-.o.,---• , -.�. ..a---'•-�; No. , 1 ry Fee THE COMMONWEALTH OF MASSACHUSETTS Entered;ncomputer: x Yes _. PUBLIC HEALTH DIVISION.-TOWN OF.BARNSTABLE, MASSACHUSETTS ftplitation for Misoosal #pstetti Construction 3permit Application for a Permit to Construct Repair V) U ade `Abandon pP ( ) p ( pgr ( ) ( ) Complete System Individual Components La�cation Ad�jress or Lot No. Z(,I S �``{' Owner' Name,Address and Tel.No; §s�ssor'�Ivlap/Parcel / G�l�•/ ���/�G'� xakl A Installer's Name,Address,and Tel.No. 7 ?�—o Designer's Name,Address,and Tel.No.J�5 11—e!51,ram 61 Type of Building: Dwelling No.of Bedrooms Lot Size 3/ 3z sq.ft. Garbage Grinder(�JO Other Type of Building 5/ P`J/' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date �j�/Z �o Number of sheets Revision Date 71; Title Jewrl9L' �/S 'G 54/ �✓ �S T`��sG1 ���9 Size of Septic Tank C Type of S.A.S. Z ` SQ�/9'�� (� s p Descri lion ofa Soil 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 Board of Health. _ x:• ~ Signed� y t� �" T Date Application Approved by t- Date Application Disapproved by Date for the following reasons Permit No. ,, n i b' d Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site SewageDisposal system Constructed( ) Repaired(V� Upgraded( ) Abandoned( )by �� ��'//�,/Jlf (fA415"> , at &een constructed in accordance w_th the provisions of Title 5 and the for Disposal System Construction Permit No. f u —Z dated 1' 1 D f Installer Designer #bedrooms Approved design flow 33 v i 7 gpd The issuance of this permit shall not be const ed as a guarantee that the system will function as/designed. Date - v I I Inspector m 61Gf(,�-'It - - - --------- --- - ------ - - - - - -- -- - - --- - - - - No. a�o -o,�a - _ Feed_ THE COMMONWEALTH OF MASSACHUSETTS � PUBLIC HEALTH DIVISION'-BARNSTABLE, MASSACHUSETTS Misposal 6psteni Construction Permit Permission is hereby granted to Construct( ) Repair(� Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. a G�G A r^ Date C),�%�t� �o Approved b I` [/w ` `�\• Town of Barnstable Regulatory Services • er Thomas F. Geil ,Director ' 8' Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: DAvi0 = C0vG;qhN0wi2 R.S. Installer: Address: 43 TRIft)GLt= Ci2CL.0 Address: GANOW W W, M A 02563 '11(1afsra11.s 111�1// On / %� D���®�/ (mil%& was issued a permit to install a (date) (installer) septic system at Z 42 H 44 S based on a design drawn by (address) J / �v' CoU_J .�t,kowr dated / (designer) ✓ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. N OF Mgss9C moo`' DAViD yGN (Insta s Signature) COUGHANOWR N No. 1093 G/STEREO N!TAR\Pa (Designer's Signature) (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. ,J1 NS'TAR One NSTAR Way,SUMNE250 ELECT I c Westwood,Massachusetts 02090 @ Cf [AUG-GAS 17 August 2010 2 5 R i 9 Cynthia Martin gy Public Health Division Hazardous Materials Specialist 200 Main Street Hyannis, MA 02601 RE: NSTAR Mineral Oil Dielectric Fluid(MODF) Release at Pole#186/20 High Street, Barnstable Fsto&k Xq1- 1t��N S-t. Dear Ms. Martin, Thank you for bringing the MODF release at Pole #186/20 on High Street in Barnstable to our attention. Immediately following your notification we responded to the incident and contracted Clean Harbors Environmental Services to perform cleanup activities at NSTAR's direction. The impact area to the asphalt surface of High Street was cleaned with a bio-degradable degreasing solution which was recovered with Speedi-Dri. The impact area to surface soils was excavated to a maximum depth of 12 inches below grade. Two composite soil samples were analyzed from the floor and sidewalls of the excavation. Both soil samples resulted in the detection of less than 50ppm Total Petroleum Hydrocarbons (TPH). The MODF in the transformer that was removed from Pole#186/20 tested as Non-PCB. The nameplate on the transformer also indicated the MODF contained in the unit was Non-PCB. An inspection of the unit on 21 July 2010 showed that less than 1 gallon of MODF had been released. Please find NSTAR's documentation on the incident following this letter. In addition,the Hazardous Waste Manifest indicating three (3) drums of oily debris removed from the location is attached. Please call me at(339) 987-7018 or email at Eric.LaMontagne@nstar.com should you have any further questions or concerns. Again, we appreciate you bringing the subject release to our attention. Regards,. Eric LaMontagne Senior Environmental Engineer NSTAR Electric and Gas 1 1 • .r 4 °+atiAl ,e _ tiJ a f+ t _ _ rg h� !x ��wr r k�,srn �rg�r'f•���i,; "r`'�'r.A � `'•,*i°x„t �y MN t a �'i .ycr3" .4 y{ T 'ors v�a�'is.��`� "`���''' `� •�.+���, t 'aE i `.,r���� }�.w. �.E{ry�v,.x l'3„` �.-�-u'"Y r. � -'�.� � ► i�Ya f 3't- .'l'7..� � rt�l�!°�'t�,+.t'�<s-'�` � "r y° it,-.+=.?'r s ro +s ¢ "r.K ,`'•'N'..SC '� arrl`' ,gw„ rz W - 7kn t. JFt t ti i4 ".�y 4'7" "'�c u� `"f i.r "* JIME;,u-r } r =5 .t Y't ,' ' ' r _. sta a:�. r f _�„°� . firX ,� rt •r'.^�a...R C pr�x,�'-.s F ac � e s!t✓ ��5. 1 !l��aa�� N a s„¢',g} g m t '�` r a'"$"r �,�y'g.? "jF "`x� -5�.�-' x s��4 r t4?.yes 4<y� s gal/ a!b> � #et�ac �rt�r'�q}n;.i1,14I r s: Si.��5.'4 �'L ��' 4r Csuk:r k"`€� 6�F+;eji3¢�y kR��h�f F}}rr�'!'•T'k' ,•�\1 l�r�+�^k��'"$ ,T{k "'M��Y�����'�.� pi s��,��;�'` ,r' rsr� }^' s.� 9 .i 1r:k.TT1! i d"�. F� 1 y ,� s(• sa 1 y V yrt, _ r�zt�'�yf""'����i� � }���Y �h� ,'�i��,, ,��� 5`s� + ��� �ti •.W � !.•S�y :3 9� 'V��+ =���,�4 a �' �ti��� ,yam �xy .{ t ,! ;,. } kr'av�a"!,p3_, � �i. ?�s Z ..•!� 9 '^-y. • 1 1 11 ' • c ! f f 'u Eck'-o _- LL•"T -^� ?s'� " � e 1� 1 "1 1 ' i � � 1 1 1 • 1 �k C IR: �1 r r j� DO + Doi F p Above-failed transformer from Pole#186/20 prior to being drained for recycling. I n IFa,N dew y�M a.ue r�mwr nano.rsaoo� �w,E T � 1 ,.M 3' 08896 FLE' — RMNmmaaliWa... Nbl ftTAR P -'g Cbmp, 3gt�86�Msa�dt�y Avenue 247 HiQ�Send +dam03226 rylhdgsRutat%MA02668 . Ub.EP4ib NwWe, .TprgpoM2 Coaywq+tt+rt U. N . • 3. 8[1lriVUNC aufi Na^ris9 Aansra U.S.MUD Wu nof&**MIna MAD063452637 a MA 021" e� 5C.U5 DDT ; Nxe.l4aNfA!uANunAr<. 1O.Caw— 11.Tma1 112UA U.rrxNtCaaef.. . HotW VadriDw W ifsTa w TMOwaW ld o NOW DOT REGULATED MATERIAL,fSPEEDWRY z 3 W tl s � n - N.�aYrfren9 McC�y'.a!adABitiaW NaaaBan �. ,p. MAMMWA , J 1.R3863? 15, t,EXERAtDRS�OFfERO0.SCERIIFlCATIDit rte*dy'deMeMat g�embM1sdba raalyrax4aedCSaMan+✓aletldesvihed aEave bllhepcparshyPi9reme.a!6aue[s,h : m�tice a,e and renalba,�ama6mtr#ampal>aadrnb °1d°",ationdanE ret�a�w+ar+�� -K�s ., e�macm ,armamnme nnm.�msecamrneaeannacana Fm2yMne.esa>�-umam aaldnanbe, naUCFN 1627t;aj�tama Wpe We^I�h' alaJ- W. q+eatb YQnerat+l'smre. r !' � a ! S+Ona6 bUS. ❑Fxw U$ dawY.exK — a� k Soft w nTaue.aeogaiMaa«gdt!abn 0 cc Z4 TraspaeWYPnle�TypN - � cc • ue a Madan Cl a." ❑TYPa ❑Rwa. ❑e wam -"� �. �,ea Maw fdyW,Gexvat0 i -s !yam . la,Sy�wwgMvr,e Far is '�"� '• to Wn.r+b"a . �.7aililN Wagr RelMYM�Y�M�»Mtktl,od Cokll�t,e4ol AN Nerxdaw^'°KaM�� y 1y. Fd1y lAM,4!(!grelp CMVfrdW�illMq'{*dp.pUiwr,i�l,�""`r �jA4'R i (Rev fiSy "tvFWr M Hazardous Waste Manifest above indicating three(3)55-gallon drums of oily debris removed from release location i a. Y �� fly."-"�..�.-4'�� �� � 70 �',if ,) s �'+� a° 1:h "' •*� . i, r Above—photo of release impact area after cleanup and loam backfill restoration h DATE OF TEST: OCTOBER 7. 2004 SOIL RS � TEST LOG WIITINESSA EOUI EMENTAWAI ED - NO VARIANCESSOUGHT DESIGN CALCULATIONS NO GROUNDWATER ENCOUNTERED TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH DESIGN FLOW: 3 BEDROOMS X 110 GPD, - 330 GPD ELEVATION - 115.00 +- PERC AT 78 in 2 MIN/INCH IN C SOILS SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) DEPTH SOS. USDA SOIL SOL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING DISTRIBUTION BOX: USE 3 OUTLET D-BOX. 15.00 0-10 Ap SANDY LOAM 10 YR 4/3 NONE FRIABLE SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH 10-32 B LOAMY SAND 10 YR 5/6 NONE FRIABLE A b o t - ( 24 x 12.5 ) - 300 of Aodw - ( 24 • 24 12.5 + 12.5 ) x 2 - 146 of 32-56 Cl LOAMY SAND 10 YR 5/4 NONE FRIABLE A t o t - 446 of a0.33 56-138 C2 MEDIUM SAND 10 YR 5/4 NONE LOOSE V t 0.7 lt x 4 4 6 - 330.04 G P D 103.50 USE A 24 ft x 12.5 f t x 2 ft GALLERY. Vt - 330.04 GPD > 330 GPD REQUIRED GRMOWATER ADJUSTMENT EXISTING GROUNDWATER LEVEL LEACHING GALLERY BASED ON TOWN OF BARBSTABLE 500 GALLON ORYWELL GIS DEPARTMENT RECORDS. Dfl&0" AhV DETAL INDICATED GW 13.00 CONSTRUCTION DETAIL OW H-20 OWTS INDEX WELL SDW-252 INSTALL OAvE INSPECTION ZONE A DRY 8' O'- x UNIT 4'-10'x 2•-9- STONE RISER TO WrTMN SIX READING DATE SEPT. 2004." PA>ES OF FINAL GRADE READING 47.6 2 ++ EFF. DEPTH AAD t4 I1CATE LOCATION ADJUSTMENT L7 24.0 f t ON AS-8L&T PLAN ADJUSTED GW 14.7 0 in_ 00 34 NOTES " ° op�oc30 D01c in 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN M a�����Opp�O ��00 •�� 3.5' 8.5* 8.5' 3.5' �O G� 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. NOT TO J 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REOUIREMENTS 24.0 ft SCALE 102 in OF MASSACHUSETTS TITLE 5 SEPTIC CODE (310 CMR 15) 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. 5) EXISTING CESSPOOLS TO BE PUMPED. COLLAPSED. AND FILLED. OR REMOVED 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE i 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES 1 SEWAGE DISPOSAL SYSTEM PLAN AND APPLIANCES. AND BIANNUAL PUMPING 11 OF THE SEPTIC TANK -TO SERVE EXISTING DWELLING 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT" PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. JOHN AITTANIEMI et cis 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 247 HIGH STREET WEST BARNSTABLE. MA 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE. TO GRADE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ECO-TECH ENVIRONMENTAL SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE-1794 I MAR 12. 2005 2/2 WELL ' PLAN REFERENCE CONTOURS- PLAN BARNS7ABLE. ru t N n PLAN BOOK 495 PAGE 80 EXISTING - - - - - - - 116 < _ ASSESSOR'S MAP: III MINIMAL GRADING PROPOSED < LOT: 16 BENCH MARK MON STREET : TOP OF CONIC BOUND Z ��< LISGS DATUM .ASSUMED $< Locus tt N .� _ 327.00 ►_ _ - — - LOCUS MAP '� zo►, ?O-M Q NOT TO SCALE *� T^ ae ANOW o c 24fIx12.5ftx2rt J `" ''" LEACFNVG GALLERY �/ r (� m EwSTlNa I -USE f -20 WTS \� RODM °�- VENT 8 C� D 4DNQo 4 \ TOP.le. Zk � �- 3 LEGEND > E- p sEvnc rM,c °ol � L � "�2° °$°"LOT 19 TEST Orr WAY ® AREA - 31321 o f �TM m PAVED N� ARAM CESS1000LO NON rt FROM MgLLk TRW � _ — — .— �LErnm moms� Ad � H OF MgsS�C �yiH OF Mgss PLAN �o� DAVID yGs o� DAVID �c�ul FLOW PROFILE ALL PPE ELEVATIONS SPECFIED ARE INVERT ELEVATIONS SCALE: 1 :, - 30 ft D. - D. VENT COUGHANOWR � COUGHANOWR ?- RAISE COVERS TO WITHIN PIPE No. 109�3 o TOP OF FOUNDATION 6 in OF FINAL GRADE q s / c N<�E 0 EL II8.7Z{— ONE NSPECTION RISER FOR z. LEACH40 GALLERY y (�v►sal J�I/► �10 i / OF /D-BOX 3' DROP H-2O MAX Z- `/2 STONNE18- SEWAGE DISPOSAL SYSTEM PLAN f FLOW LINE -TO SERVE EXISTING DWELLING 10' H-20 ' 48- GASH' PRECAST a/4•-1 1/4• JOHN AITTANIEMI et als BAFFLE DRYWELL STONE �3.00 BOTTOM OF 247 HIGH STREET WEST BARNSTABLE. MA �5.°s BASES \\"°�3 LEACHING SYS ABSORPTION ECO-TECH ENVIRONMENTAL 10`T 6 in STONE BASE 110.3C GALLERY 43 TRIANGLE CIRCLE SANDWICH MA 0256 �a.2s �O•� s•oo t' ' � (END VIEW) 508 364-0894 I500 GALLON 108.0 30 ft SEPTIC TANG 100 F& a) s ff 12.S f, 1 ETE-1794 MARCH 12. 2005 B I/2 1 V THIS PLAN IS TO BE COiSDERED A DRAFT PLAN UNLESS IT ESTIMATE SEASONAL HIGH 14.70 BEARS THE STAMP AND SIGNATURE OF THE DESIGN ENGNEER ,- GROUNDWATER - ORIGINAL PLANS INTENDED FOR SUPHTTAL TO THE BOARD OF HEALTH WILL BE SIGNED N BLUE AND STAPPED N RED. i ,1