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Home My WebLink About0054 ROOSEVELT ROAD - Health 54 Roosevelt Road, Cotuit —A= 039-133 i I I 'i'itizen Web Request p Page 1 of 1 r y Citizen Request Management Request ID: 58136 Created: 1/20/2017 9:28:41 AM Status: Assigned To Staff Assigned To: Desmarais, Donald Health Office Anonymous: No Category: . Drinking Water E.C. Date: 2/3/2017 Created By: Crocker, Sharon Citations: Health Office iZ Time Worked: 0 Response Time: 0 Request Location: y` 54 ROOSEVELT ROAD. Cotuit, Ma 02635 . Parcel Number: Map: 039 Block: 133 Lot: 000 Request: There has been a problem with the water for years and water looks dirty. They have been dealing with the Cotuit Water Dept. for years to no resolve. Please see lab results 1/16/17 of the water and comments The owner's attorney states "In addition to health problems within the home, appliances(dishwasher, washing machine, hot water heater) have to be replaced about every two yea rs. Request Work History: http://issgl2/InternalWRS/WRequestPrintPub.aspx?ID=58136 1/20/2017 ECma6ethi A. Lynch Attorney at Law 702 ft mam Avenue Telephone 508-428-7560 Cotujt WA 02635 Tak 508-420-5290 FAX COVER SHEET DATE: January 19,2017 TO: Barnstable Health FROM: Elizabeth A. Lynch, Esq. Department FAX NO: 508-790-6304 FAX NO: 508-420-5290 SUBJECT: Envirotech Laboratories,Inc.Report �54 Roosevelt Road,Catu4,, MESSAGE; Following is a copy of the Envirotech Laboratories, Inc., analysis of the water at 54 Roosevelt Road,Cotuit. This problem has been ongoing for quite some time. in addition to health problems within the,home, the f appliances (dish washer,washing machine,hot water heater)have to be replaced about every two years. Please call if you.have questions or need additional information. CONFIDENTIALITY NOTE The documents acco?V=ying this facsimile transmission contain eonfidential`or privileged information from Elizabeth A. Lynch,Esquire. The information is intended to be for the use of the individual or entity named on this transmission sheet. If you are not the intended recipient,be aware that any disclosure,copying,distribution,or use of the contents Of this facsimile information is prohibited. If You have received thisfaesiraiie in error,please notify us by telephone immediately so that we may arrange for the retrieval of the original documents at no cost to you. 10 39dd d3HONA3 06Z90Zb809 09:EZ L00ZJ80ftt ENVIROTECHLABORATORIES, INC. MA CERT.NO.:M. A 063 8 fan Sebastian Drive Un!t 12 Sandwich,MA 02563 (SO8)889-6466 1-800-339-6460 FAX(M)888-6446 Glen Name Lynch,Elizabeth dctttialr 64 Roosevelt Road Address 702 Putnam Ave Cotult,MA Cotult,MA 02635 t Sample DOM 01116/i 7 Collected By Cilent Sample Time f 8:00 Sample Type Drinking water Dale Received o1/17/17 Lob Order Number Ow-vo138 Well Specs NA ; NOR ,SO Anrt�ysts Requested Ugtts. Recommended,Gimps Analysis Result Method ')ate Analyzed Analyzed By Total t;oliform GFU110QmL 0 0 SM92228 1/17/2017 MC pH pH units 6.5.6.5 7.05 SM 4560-H-13 1/97/z097 LL SpeclncConductance- umhcalatt 5Q0 996 EPA 120.T 1/f712017 LL IVltrite N mg1L 1.00 Z. 6 EPA 30Q.0 1117/2017 LL Nitrate•N mgll 10A 2.06 EPA 300.0 1/17/2017 ll Sodium mg/L 2Q,Q 17.4 EPA 20q,7 1/1812017 MC Total tronn mg/L 0,3 f 2.3 EPA 200.7 1l18/2017 MC Manganeseo mg/L 0.05 3.97 EPA 200.7 1118/2017. MC 2.1._......hPA 200.7_T1118/2017 MC calcium mg/L N/A 14.6 EPA 200.7 1/18l2017 MC Magnash,mQ mglL N/A 8.2 EPA 2001 1/1812017 MC .. — Total Hardnesa9a mg/L 50-200 70.2 EPA 200,7 1/19/2017 -- Alkalinity mg/L 200 42.1 SM 23208 1/1712017 LL SuNate. rn L 250 8.7 EPA 300.0 1117f2097 LL Chiotider+ _mgR 250 39.1 EPA 300,0' 1117/2017 LL —_Turbidity- NTU SA i46 SM 21308. 1/17/2p17 LL ---- Coloro APC units 95 90 SM 21206 1/17/2017 LL 27.9 Calculation 9/1812017 l l Commtellts: Consult local Board of Health regulations ooncerning Iron level, Manganese is not a health hazard,but may cause staining ar►dior give water an odor or taste. Filtering oyatam should be considered_ Total Hardness resulta Indicate water is moderately hard due to calcium carbonate ooncentration, spate 1/18/2017 _— 1 abala/pry Director BAU=Bslar Reportable Gitalls •See Attached oC*'A#catlon 1.fiat available for(his alra/ylsfor potable realer san*,%. Page 1 of 1 Z0 3Jdd d3HONAI 06Z50Z17809 05:CZ L00Z/80/ZI ENVIROTE'CHLABORATORIES,INC. MA CERT.NO...M MA 063 8 fan Sebastian briva Unit 12 Sandwich,MA 02S63 (S08)888.6466 1-800-33#446 0 FAX(S08)888.6446 C/leni Name Lynch,Ellzabeih Location 64 Roosevelt Road Address 702 Putnam Ave Cotult,MA Cotult,MA 02636 Sample Date 01/10/17 Collected By Client Sample YVme 18:00 Sample Type Drinking Water Date Becelved 01/17/17 Lab Order Number DW-170138 Well Specs NA fir'r, s':, . Y.,.;.. ��. .. . �E! '• r 4� ;Y'�' r rt rt H;,n`t,.,�,�ra )c i'M �'�i�'• '! .trd�s e,;,' Ja-' 2tr`'>C �, 't1 �1•:,'...��'+1F�?�% ;'i3)!iA?%�K�:`,�, �'= •.uu.•rc;%:; ,r:h-:'' t x Ann�Ysls Rapttesled Urrfrt x0com#F911ded lllnils I Analysis Rosx1f I Method lVale Analyzed Analyzed By Total Cvgfomt GFU/100mL 0 0 SM92228 1/17/2017 MC pH pH units ;8.545 7.05 SM 4500-H-8 1/17/2017 LL Spsclnc Conductances umhos/cm 500 198 EPA 120.1 ll17/2017 LL_ Nltrite•N mg/l. 1.00 <0.006 EPA 300.0 1117/2017 LL Nitrate-N mg/� 10.0 2,06 EPA 300.0 1/17/2017 LL Sodium mg/L 20.0 17.4 EPA 200,7 1/18/2017 Mc 'Total frons —.- /L 03 12.3 EPA 200.7 1/18/2017 MC' - -- - -._. . mg/L_. ----_ _ - ,� Manganesea 0_05..- __...._.._.,3.17 ,--EPA 200.77 1/1 e/2017 MC Potassiuma mg/L 20.0 2.1 EPA 200.7 1/18/2017 MC Calcium mg/l. N/A 14.6 EPA200.7 1/1e/2017. --Mc Magneslumo mg/L N/A 8.2 EPA 200.7 111812017 MC Total Hardnassa mglL 50.200 y - - 70.2 - EPA 200,7- -1/1812017 MC Alkalinity mg/L 200 42,1 SM 23208 1/1712017 LL' Sulfate_ ^^`w — mg/L 2SQ 8.7 EPA 300.0 1/1712017 LL Chlorides _--_ _mg/L 250 39.1 EPA 900,0 1r17/2017 LL -- - _ _.. .,� ......_...__.30 .. .._. ..----- - _-Turbldity --=-;- .. _.. ,. NTU 5.0 r-' 148 f SM x1309 1/17/2017 LL Colors _._ 'APC unite 15 _._.-...•.... :10 SM 21200 ,111712011 LL Fre®CO2mg 6027.9 Calculation 1l1812017 LL Corjfinenrs; Consult local Board of Health regutatlons.concerning Iron level. Manganese Is not A health hazard,but may cause staining andlor give water an odor or taste, Filtering system should be considered. . Total Hardness reauita Indicate water is moderately hard due to calcium carbonate concentration. Date 1118/2017 Ronald Janr! ——- - -'-- _ laboratory Director j • BRL=Rolm,Reportable Llin/!tt *See A/racG ed rjCer/0c0tlon is nor avallable for/his mora % oiaba JfP 1 l or ura►er Pace i of 1 . JAmpieJ., 7n 3nti-1 J7ue11J 1l nC7rn74,onr.= nr•D7 /nn7 ton/TT 5 w EC a6ethA. .4ync ttontey at Law. 702 fttnam Avenue 2efephone 508-428-7560 Cotuit, 9W- 4 02635 Tax, 508-420-5290',, COVER '.SHEET DATE: -January,19,2017 - TO: Barnstable Health . FROM: Elizabeth A.Lynch,`Esq. f Department , FAX NO: 508-790-6304 = ,FA,X NO:, ;508-420-�5290 SUBJECT: Envirotech Laboratories,Inc.Report 54 Roosevelt,Road Cotuit , MESSAGE; Following is a.copy of the Envir'otech Laboratories, Inc:, an of the water at 54 Roosevelt Road;,Cotait. This problem has been ongoing for quite sometime: In addition.to health problems within the borne,the appliances,(dish washer,washing machine,hot water heater).have to be replaced about every two gears.. Please.call' f you have questions or need additional information p CONFIDENTIAL7T1'NOTI; The documents accompanying this facsimile transmission contain confidential or privileged information from ziLzabeth A.Lynch,Esquire. The information is intended to be for the use of the individual or ent nam ed on th" , �J is transmtss'tan sheet:, If ou are not:the intended r . - y ecipient,be azaare th any disclosure,copying, distribution,or use of the contents of this facsfritile information is prohibited. Xf t you have received this facsimile in error,please notify us by telephone.immediately so that we may arrange for the retrieval of the original documents at no cost to you. Citizen Web Request Page 1 of 1 WIN ! '' -pi ;,, F #atS';:.z`.17 .s',{�.h j`az64 b'ka' c �,.s'h •� Citizen Request Management °zt: - ;; Request ID: 58136 Created: 1/20/2017 9:28:41 AM Status: Assigned To Staff Assigned To: Desmarais, DonaldHealth Office. Anonymous: No Category: 'Drinking Water E.C. Date: 2/3/2017 Created By: Crocker, Sharon Citations: W Health Office w . Time Worked: 0 Response Time. 0 Request Location: 54 ROOSEVELT ROAD Cotuit, Ma 02635 Parcel Number: Map: 039.Block: 133 Lot: 000 _ Request: There has been a.problem with the water for years and water looks dirty:They have been dealing with the Cotuit Water Dept. for years to no resolve. Please see lab results 1/16/17 of the water and comments The owner's attorney states"In addition to health problems within the home, appliances (dishwasher, washing machine, hot water heater) have to be replaced about every two years. Request Work History: http://issgl2/IntemalWRS/VVRequestPriritPub.aspx?ID=58136 1/20/2017 No. — - '2 3: FEES THE P ��(05�4 COMMNWEALTH OF MASSACHUSETTS 1 � , MASSACHUSETTS , 1kyy tra ivn for (gunstxlL ction 1hrutit Application is hereby made for a Permit to Construct(L,)-6r Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. N lG� 4 (r-A �i NO S -�'�Ui lclev' C 0 tut 1 1-0,8— L/ac(7 Installer's Name,Address,and Te1.No. Designer's Name,Address and Tel.No. r►-,��S SM��S ,MA Type of Building: Dwelling No. of Bedrooms 3 Garbage Grinder ) Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 96� gallons per day. Calculated daily flow 330 6'667 gallons. Plan Date S—8—`' �' Number of sheets Revision Date Title C iy'e in Description of Soil 5•P-e ,(J W� Nature of Repairs or Alterations(Answer when plicable) Se 14ti SOO S-r��t L -r to N K L3U 7. rl evtc -e S 4jU eLA., zj W j -e Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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 as ee ssued by th' o rd of Health. rr Signed Date Application Approved by r Dated Application Disapproved for the following reasons Permit No. / �� - -� _._ _ Date Issued /�' FEE p THE COMMONWEALTH OF MASSACHUSETTS t 1 ✓V S4ctL/ , MASSACH USETTS FEE �yylirativn for Construction jhrmtit Application is hereby made for a Permit to Construct({,,a-or,Repair( )an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. L t4(r A 'PO S c a rtv tT 1- 245— 90217 Installer's Name,Address,andTel.No. Designer's Name,:Address and Tel.No. a. � ►�ke et� yo f3 =h��57 R� 00 Type of Building: Dwelling No. of Bedrooms %3 Garbage Grinder)( Other Type of Building No. per Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow !V q� gallons per day. Calculated daily flow 3 G"P2 gallons. Plan Date A'~ k' "� Number of sheets �, Revision Date Title v s Description of Soil Nature of Repairs or Alterations(Answer when applicable), e r h ,� i l i K00 se I -t- A ;u1•C Date last inspected: - s Agreement: The undersigned agrees to ensure the construction and maintenance of the aforedescribed 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 ha been issued by this Board of Health. Signed \ ��rL�. �1 ./ ��---'" Date +c, - - - Dater . Application Approved by Application Disapproved'for the fol owing reasons { Permit No. Date Issued — _-, �- ty " THE COMMONWEALTH OF MASSACHUSETTS '`f"''�c4 r 0�,'I��c G7��P ,MASSACHUSETTS ;..(g.ertiftratP of (9omylian e THIS IS"TO CERTIFY, that the On-site Sewage Disposal System installed(/ror repaired replaced( )on t by for 11C_l� La�.►41IUo.� at C,N 4--.5-f has been constructed in accordance with the provisions;of Title 5'and the for Disposal System Construction Permit No. dated of this system is conditioned on compliance with the provisions set forth below: The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This Certificate expires on DATE Inspector Qj THE COMMONWEALTH OF MASSACHUSETTS No. ; - 'J3 I�C;Ld yt SIs,� l� . MASSACHUSETTS FEE ptspusttl jigstera (fun$trurtion Vermit Permission is hereby granted to to construct(L-4-or repair( )an On-site Sewage System located at 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. All construction must be completed within three years of the date below. DATE / 2� 'G, Approved by FORM 1255 Rev.3/95 A.M.SUIKIN CO.-BOSTON.MA .�- TOWN OF BARNSTABLE LOCATION SLI -,v5ev*l'r l" SEWAGE # VILLAGE C� �% r ASSESSOR'S MAP &LOT6.3?'- l,33 7 INSTALLER'S NAME&PHONE NO. 31*A n e7W S'" 75 SEPTIC TANK CAPACITY <0.LEACHING FACILITY: (type) -2 '9 �Y�.�� e/ (size) d/O'Z XOF BEDROOMS 3 ��0R OWNER 90 I--1�-104�15 Coy'S 9 �PERMITDATE: l'a�' �-� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 f a 3YJ 3 93 V) I t33G3 0 of ..yo'1X4 l�PI R TYJN L�P S l N OFi • � COTUIT o e%s,BENCHMARK.- ; I gRUCE � � PAUL TOP OF TAGBOLT #205 �+!!l1RPFlY - o Na32W8 MERMHEW Q ON HYDRANT Fl0.749 `� \---2- LOTELEV.=100.50' (ASSUMED) ' 3090� - .�P` �� POND i LOCUS��Q' l EoL 19� 0 k \ \ LOT 25 LOCUS MAP 95 / �0 li o °o ��'� PLAN REF.' 36608C SH- 3 REY ZO1VE'- „RF " 2z , FLOOD Z011JE' C ��rAo`s�'o ?o' ��' � \ �\ 96 TOWN WATER AVAILABLE LOT 24 GAR 97 / \ PROJEC T L OCA TION 00 54 ROOSEVELT ROAD ° COTUIT, MA. a APPLICANT.' NICK L 2` GADIATO,S' �ss0 LOT 31 -moo AREA= 23, 458 SF YA NKE - SUR VE-Y CONSUL TA N TS -; 104 P. 0. BOX 265 I UNI T 5, 403 INDUSTRY ROAD j o..... I MARSTONS- MILLS, MA. 02648 i j� j job PH. (508)428-0055 - FA X(508)420-5553 1 i f SCALE. 1 "=20' " i IDA TE- 51819 6 L, REV. REV. LOT 32 r JOB NO 50959 SHEET 1 OF 2 - - - LOT 23 100 TOP OF FO UNDATION 20' MIN. 3 10' MIN. CONCRETE CO VERS 4" SCHEDULE 40 P. V.C. MIN. PITCH 118 PER FT. - 2"LAYER OF / DENT 118»-112 REQUIRED MI6" MA / � i CONCRETE COVER WASHED STONE / / , / / / 96. 00 93 4" CAST IRON PIPE RISER /6' AK / / / / (OR EQUAL) MINIMUM PITCH 114 PER FT. RISE CLEAN SAND FLOW LINE . E�.= 90. 50 INVERT 1 10 14 r MIN. 1 INVERT i 2.0 ° ° LEVEL ° O°0 0 0 0 0 0 0 0 0 0 0 GAS BAFFLE o ° 0 0 0 0 0 0 0 0 ®: INVERT E�.= 91. 00 �' INVERT INVERT 0 0 00 0 0 0 0 0 0 0° 0 0 � 91.25 - ��.= 90. 75 E�.=90 50 ' 7 ° ° ° ° ° 0 ° ° 0 ° , DISTI�IB UTIO N INVERT ° ° o ° o ° o 0 o 0 ° o ° ° ° o o TO BE PLACED ON FIRM BASE 6 STONE - 90 00 o 0 0 0 0 0 ° ° 0 0 0 0 �38. 00 ( ) BOX CL.----`° o ° ° ° ° o 'cL. OR MECHANICALLY COMPACTED - --- _ 1nTI(w� T500_ GALLONS TANK 1 i r TO BE i''ATER TESTED 40' SE j IF MORE THAN ONE OUTLET J� D J� 7� PLACE (C 6" STONE CT l� SOIL ABSORPTION �1- TIO�/ 4 O MECHANICALLY COMPACTED TVASHED. STOATE2 ' r RO FI L E OF SY,� T�1�1 (4q' OV -, , INSTALL 2- TRENCHES 40 .LOA G, d 2 DEEP SEWAG DISPOSAL SYSTEM BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE ELE V. = 8_4. 0_0 NOT TO SCALE NO OBSER VED WATER TABLE ( 519196) ELEV. = 84_00 J NOTE. EXCA VATS TO 13' TO CONFIRM MED. SAND SOIL CONDITIO'S OBSERVATION HOLE 1 ELE - =_-I-- PERCOLATION RATE _5 MIAT/ INCH AT _60_ jrATCHES OBSERVATION HOLE 2 ELEV. =_97 a_ DEPTH IHORIZ TEXTURE COLOR MOTT. OTHER DEPTH IHORIZ TEXTURE COLOR MOTT. !OTHER- 0"-12" 0/A SANDY LOAM. 10YR512 0"-12" O/A SANDY LOAM I0),R5/2 12"-36" B LOAMY SAIVD 10 YR516 12"-36" B LOAMY SAND 10 YR516 GENERAL NO •36"-144 ClMED. SAND 10YR616 PERK 36"-138' ClMED. SAND �� 10YR616 i 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TO WN OF _ BAR-ATSTABLE RULES AND } NO WATER NO WATER REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. I 2) ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO j TI ITHIN 6" OF FINISHED GRADE. 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF DATE OF SOIL TEST MAY 9, 1996 SOIL TEST DONE BY BRUCE G. MURPHY R.S. j T T T WITNESSED BY: ED BARRY TIITHSTANDIII G H 10 LOADING UNLESS THEY. ARE UI\DER OR WITHIN WIT � T 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE SC9 1 DESIGN . CALCULI TIONS.' USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. NUMBER OF BEDROOMS . . . . . . . 3 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL GARBAGE .DISPOSAL . . . . . . . . . NO, BE MORTERED IN PLACE. TOTAL ESTIMATED FLOW 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH 330 GAL/DA Y DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO . ( 0__GAL./BR/DA Y x --a_ BR.) OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY REQUIRED'SEPTIC TANK CAPACITY 1500 GAL 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR SOIL CLASSIFICA TION . . . . . . . . 1 IS TO CALL 'DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS DESIGN PERCOLATION RATE . 5 MIN./IN. i PRIOR TO COMMENCING_ WORK ON SITE. EFFL UENT LOADING RA TE . . . . . . . 74 GAL/DA Y/SF. 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS LEACHING CAPACITY (AREA X RATE) 496 GAL/DAY SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. RESERVE LEACHING CAPACITY . . . 496 GALIDAY 8) PARCEL IS IN FLOOD ZONE _liC��____. - 20(40f 40 f 4 f 4X. 74X2) f(4OX4X. 74) 9) LOT IS SHOWN ON ASSESSORS MAP 36 _ AS PARCEL 133 JOB NUMBER 50959 . SH. 2 OF 2 F