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I,!�,,,`. ......t - I r,:� 11 " 1, , " A , , - �'��-�,',��"",A­ " , �-_*�- �,��"�,,,�,��,.. if�"', ". -". , - - I ..,_,.,�,,.,,,"., ",� - ­ ,��,,,, ""I ,1 "' -:-. ,�� , �, , i�:��� � i, ,� -� ,,,, I -1 - ,,:��,� �" .r ,� .., ;' 'ri�:��e ,�,,,,,�,,,,�,,,��,.,,�,-,�"-i, �11 ��,,�" I'T.0" �,_ :� � ,,le,:1 ON -�, , � �� ". � ,� , - �, 11 ,'r n il - WQW, . , - , � z" aq :��_ __�" . ,��,,� -, QN,lot "1� � yfjfv?,�, , - TOWN OF BARNSTABLE LOCATION SEWAGE # l� � $o VILLAGE 1-j- .5 ��' ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. �)•1. D6sc611 d `id SEPTIC TANK CAPACITY 1,060 o - 166 S LEACHING FACILITY:(type) � i �' (size) 1,006) �A &L NO. OF BEDROOMS PRIVATE WELL R PUBLIC WATER BUILDER OIt OWNER �U 44,5 CO. -')-7 I - D00' q'/ �r 9 DATE PERMIT ISSUED: 10 - 10 P 9 1 DATE COMPLIANCE ISSUED: 0/// VARIANCE GRANTED: Yes No T � t -�\ �7 � •�! � l`/ i � � � ��.lo . � N -�- a �� ----- BOARD OF HEALTH Fee- TOWN OF BARNSTABLE - AppYication-*rVerr Con5tructionpermit Application is hereby made for a permit to Construct Alter ( ), or Repair ( )an individual Well at: _ _6_/e . -'K'� /`q f-- �a- �°a.«l_ s-a Ibcat,on — Address Assessors Map and Parcel — �I[$1� Cb 4 ur`/,_IA4ek_0 X/`-N Owner /� p Address QA Sco li—WC /� -- ----- -------------- ---- Installer — Dril r - Address Type of Building Dwelling lti�nuSe---------------------------------------- ---------------- Other - Type of Building--------------------- No. of Persons-------------------------------------- Type of Well (------;----------------------------------------- Capacity----------------- Purpose of Well-.AnLfA7Tc wa r ----------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until a Certificate of Co liance Signed�� has been issued by the.Board of Health. --- -; —�sa --- - — 1 1 -- -- - ate Application Approved By- - - — -- —l` —------ / 01 A':;d date Application Disapproved for the following reasons:------------------------------------------------------ —-- ----- ----------------- ---- date H Permit No.=- -�------------------------------------ Issued--------------------�--����� ------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compriaure THIS IS TO CERTIFY, That the Individual Well Constructed (`''Altered ( ), or Repaired.( ) by �_ !° I - F� - ---------------------------------- -— -- — --___ ---- --— Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well P otection m Regulation as described in the application for Well Construction Permit No. �'%f-:� Dated—� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE---------------------------------r-------------------------------- --- Inspector— — - — - -- ----------------------__-- -- ���� No.------a-------;--- Fee 41 BOARD OF HEALTH TOWN OF BARNSTABLE T[pprtcation-*rVell Con5tructtonPermit Application is hereby made for a permit to Construct (P�), Alter ( ), or Repair ( )an individual Well at: �0 "a y ,1o�� ru�P— 1-44 a.S -/ P1 ) -- ------------------------------------------- L6cation - Address Assessors Map and Parcel 130.V31'J1 C4 �w� Co- fG S T Tr u, (+ // 1 //Owner yy'+ / Address DA ScGNti�l� WC l�Q/rll`/ /r{- �D.,Qo�c /LO MuaF/�-�-M0 - G.).—Y/ t •-: Installer - Dril)er Address Type of Building Dwelling °u e Other - Type of Building------------------ . No. of Persons------------ ----------- ----- Type of Well--y��_Pu�- :--- - --------- Capacity------------------------------------------------------ - Purpose of Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation - The undersigned further agrees not to place the well in operation until a Certificate of Compliance has been issued by the Board of Health. 1�g/9o--- Signed- - --- - --- ---- - date � Application Approved By---''------- - ---- ----- -----------------------------------------T- ---;---,-------- //,/9 13;� / date Application Disapproved for the following reasons:----------------------------- -- -- ----- -- ---- - ------ - - -- - ------------------- - - - • Permit No. - L/' date ------- ---- Issued-- ----� � -- ---- date BOARD OF HEALTH f TOWN OF BARNSTABLE erttf irate ®f omprtanre THIS IS TO CERTIFY, That the Individual Well Constructed (Altered ( ), or Repaired ( ) -----�-�'fl_zf"-"IV f '-----------------------------------------------------------�__- --— ------- ------------ �* Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as'described in the application for Well Construction Permit No. --/ �0"', Dated J!-� 1. � THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE - ------------------------------------------------------- --------- Inspector-------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE Veil Con5truct ion Permit No.- � - Fee----------- � /ti„/ f7, ' lli�r/�t �v 1^ - --------- Permission is hereby granted------------_----------- ------------------------------------ to Construct (V), Alter (� ), or Repair ( ) an Individual Well at- .» No. ---'� ' Le71aet s shown on the application for a Well Construction Permit No.- - -------------------- Dated - - -- ;- �-' ----------------- Board of Health DATE w- BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client : BAYSIDE BUILDING CO. , INC Collection Date: 01/29/90 Mailing Address : 1645 ROUTE 28 Date of Analysis : 01/29/90 BAYBERRY SQUARE Type of Supply: WELL CENTERVILLE, 11A 02632 Well Depth (FT) : 100 Telephone : Sample Location LOT 25 PARISH WAY, WEST LAT. (DDMMSS) : Not Given BARNS`I'ABLE LONG . (DDMMSS) : Not Given Collector : SEAN O ' BRIEN Map/Parcel : Affiliation: BCHED Analytical-Method_-502_1=1 , -502_2_2 , -503_1_3 , -504_-4 , -601/602_5_----- Contaminants Anal . Result MCL Detection Meth. ug/1 ug/l Limits (ug/l) -----=------------------------- ---------------- Chloroform 1 1 . 5 0 . 5 Only those compounds listed above were detected . Attached is a list of chemicals which the method is capable of detecting . NOTE: Contaminant levels equal to or exceeding the Detection Limits are reported. Contaminant levels .below the. indicated Detection Limits are reported as -ND- MCL means Maximum Contaminant Level for EPA-regulated compounds . (ug/l = micrograms per liter = Parts Per Billion) The Environmental Protection Agency has set Maximum Contaminant Levels. (MCL) for the following compounds . This sample compares as follows : COMPOUND MCL (in PPB) Benzene 5 . 0 * level not exceeded * Carbon Tetrachloride 5 . 0 * level not exceeded* 1 , 2-Di chloroethane 5 . 0 * level not exceeded * 1 , 1-Di.chloroethene 7 . 0 * level not exceeded 1 , 4-Dichlorobenzene 75 * level not exceeded 1 , 1 , 1-Trichloroethane 200 * level not exceeded Trichloroethene 5 .0 * level not exceeded Vinyl Chloride 2 . 0 * level not exceeded Comments or additional compounds found: Iernard E . Bartels , .D�. L a rrator.y Director wx'�lser .. No.1'".G -'C Fes$✓' .: THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ............... ....- O F........w BARNSTABLE Appliratiun for Kliupuual Workii Tunutrnrtiun runfit Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal System at: //��,,�� / l0 Parrish Way..... .4'd406 j 1��25 ..._..........._.......- .._.. ......... .... .......•-----•-----...--•--••--------- Location- Udress ; Lot No. __... . James Butler................ CIO Bayside Building Co.,Box 95,Centerville,MA ............ .............. �&5�-�. ^�/J a •�� Address Installer Address 30,706 d Type of Building Size Lot......______________________Sq. feet 4 Dwelling—No. of Bedrooms..............Three_____.____________Expansion Attic ( ) Garbage Grinder ( ) 04 Other—T e of Building ............................ No. of persons............................ Showers — Cafeteria a' Other fixtures ................................. . W Design Flow.............55...........................gallons per person per day. Total daily flow...................330-_-......._.______gallons. WSeptic Tank—Liquid'capacity 1000 gallons Length..$............. Width._.....`..I.... Diameter......--..... Depth_5_1.7��.._.. x Disposal Trench—No. .................... Width.........1........... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No............... .... Diameter.._.........6_.... Depth below inlet..........8....... Total leaching area....329.2Qsq. ft. Z Other Distribution box ( X) Dosing tank ) `-' Percolation Test Results Performed by.........Doy e Enc�ineerin� ASsoC. InCDate......Oetober- 27�1986 4 Test Pit No. 1-___.--�2___minutes per inch Depth of Test Pit.......1��__._.. Depth to ground water.-____-.___---- a ---_. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water................_____-_. a -•--•••--••---•---•----•--•....-•-•-•-••--•----------•-•--....--•------------•------••-••--•-----•••........••---•--••-------------•--------•----------••---. 0 Description of Soil........0 - 24" Top and subsoil,24"- - 48" SiltX sand with boulders..................... x 48" 144" ium sand with cobbles V --•--•-•-----------•.................................................. ----Finelmed ----------••- •-•••••• ----•--• ----•-•. •-----•---•••--•••---••---••--••---------•-•-•--•-----•---- W ••---•-----•---------------••-----•---•------...-•-------•---------•-------=--------------------••------•-•--•----------•--------...--------------•------•------•--------- ...------•--•--------------.. VNature of Repairs or Alterations—Answer when applicable............................................................................................... Agreement: The undersigned 'agrees to install the aforedescribed Individual Se age Disposal System in accordance with T�•14^ the provisions of T A-ITI: 5 of the State Sanitar ode— The ersi ed rther agr s t to place the system in operation until a Certificate of Compliance has e i sued by t e oar ealth. Sign .... .•-- --•---------- ---- ---- •-- ----.......... ................... 7. D to Application Approved B ••.•-•----- ••-•-•.. --••-• ................................... ate Application Disapproved for the following reasons:.............................--••••----••-•-----•-•-•---•••-•••••-•--•---•--•-•-•-•--•--••---••................ --•-•........................•-----..........._.....----•------•-•---•----------------........-------------•-........._......---•----- ••-••---......•-----•---•-----••-•----......--•••-•-•---•------- - Dau Permit No..... - ------------•-------- Issued_....... � -: ------ L;.t., p THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH TQ6I<N._.................OF..................BAANSTABLE------..................................... Appliration for Biipuaal Works C omitrnrtion ramit Application is hereby made for a Permit to Construct (X ) or Repair { ) an Individual Sewage Disposal System at: .......... _..._._... _� ..- :.. art t-t/„ ...............----------------•---.........._....---•--•--- Location-Address poor Lot No. p ......................-.........4. jj..Butler..---•.............................. ..sr.�Q_.�ay�i�l�..�>�f.1f.�.ng..�2,�3�x..d�t�QnC.���1 ®I MA Own ..�' + Address ............,��� �1i r� ........... ......•.................. ... ii Installer Address d Type of Building Size Lot...._20.c.706........Sq. feet U Dwelling—No. of Bedrooms..............Three..................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria A4 Other fixtures -------------------------------------------------- - WDesign Flow............. 8..........................gallons per person per day. Total daily flow.._......_...__...330..................gallons. 1:4 Septic Tank—Liquid capacity_IQW._gallons Length__ M.!.... Width--- Diameter..._. ........ Depth.5!?"..... Disposal Trench—NTo..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..............2__-- Diameter.............6'... Depth below inlet..........81...... Total leaching area....32g.20sq. ft. Z Other Distribution box ( )() Dosing tank ( ) '—' Percolation Test Results Performed by._........owl3---Fngineeicing..AnHQ..-iI1CDate......Oftaber..22s19$f Test Pit No. 1.......<2...minutes per inch Depth of Test Pit-------121------- Depth to ground water.............. 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -----------------------------------•---------------------------------.._.................................................................................. O Description of Soil.......0..."..a1."..-- --and•subao ll24°__.--48!'_•Sf1ty--+anti--with..boulderof.................... ••----•-•••-••----••-••••••... 48°-•- 144"••Ffne.mec3ium__e .kith cs�bl�lQ+�t ----------------------------------------------------- W ...........................................................................................................................................•.......................................................... UNature of Repairs or. Alterations—Answer when applicable.............................................................................................. ------------------------------------------------------------------------•--•----------....-•------•-------•--•---------------------------•-------------•-------------------------------------------•••-- Agreement: The undersigned agrees to install the aforedescribed Individual S wage Disposal System in accordance with the provisions of'TT LE 5 of the State Sanitary Code—The dersigned��furtt:er agre of to place the system in operation until a Certificate of Compliance has b 2;)issued by the boar` of health. l r �, 1 Sin $': . .�' B Application Approved -----fo f// ate Application Disapproved for the following reasons---------------------------------------------------------------•----------------------------•-•••-•......------•. --•-•••••--••-•-•••---•-......••--•--••-•-•--••••......•••-••----••••-•-••...---•-•-------------•-•-•••--------------------------------------------------......------------------------------------••--- o Dau Permit No. __..._/ '�______________________ Issued-------- ' ......------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH n ...................T�l�l.............OF............BA MUM&.............................................. Trrtif iratr of Tomplittnrr T4ISJS0 CERTIFY, That the Individual Sewage Disposal System constructed QvQ or Repaired ( } by.... ---PWAA—*- `.......------•-----•--•-•--- -•-------------------•--......................----------------------------- ,,,,,,, ,3 , Installer � [ / at.... a!-()f•-•-•-- ......... �' � .V----- -- :d._: -t •r 'Fes. ------------------------------------ has _ t, : 1 7� been installed in accordance with the provisions of I�VE 5 of The State Sanitary Coe descri ed in the application for Disposal Works Construction Permit No---_�.+'�"`./_�6�.......... dated__ � _!� ....... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTR THAT E SYSTEM WILL FUNCTION SATISFACTORY. DATE....... Inspector-•---------- F.•� l ............)�.... . ............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 1t�N................0F..............e !CSTAB E.--.1-----.................................... , ore No......................... FEE........................ Biaposal Workii Tonotrnrtion Prrmit Permission is hereby granted.---. .1.17_ �° '' `: --------------•---------------------------•--........--------...................-- to Construct (*y) or Rep?ir ( ) an Individual Sewage D•spoA= f m ^� at No../_ 2....-- -- 1 d.�2!f,�e��,..... ` •----- ; - '� ----- ---- ---. . •... ------ --f---• -----•- Street f �ry as shown on the application for Disposal Works Construction Permit No<._�.' . Dated.... ------------------------------------------------- I �13oard of Health DATE........-.............'.....J�_'_ /�.`-`-.�.7r�-----•-------•-------•----......_. FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS Log Number: Bottle # BC111A Date: Feb 2, 1990 BAl�,V BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT ,Z SUPERIOR COURT HOUSE BARNSTABLE, MASSACHUSETTS 02630 c) A1A55 DRINKING DATER LABORATORY ANALYSIS PHONE:362-2stt Ext. 337 Client: Bayside Building Co.Inc._ Collector:, Sean O'Brien Mailing. Address: 1645 Route 28 Affiliation: other . Bayberry -Square Time & Date of Centerville, MA 02632 Collection: 1/29/90 2:15 p.m. Telephone: Type of Supply: well Sample Location: Lot 25 Parish Way Well Depth: 100' W. Barnstble, MA Date of Analysis: 1/30/90 9:00 a.m. PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 0 H 6.4 Conductivity (micromhos/cm) - 83. 500.0 ti. Iron m) <.l 0.3 Nitrate-Nitro en ( m) 0.3 10.0 Sodium m) . 8 ' 20.0 I. X Water sample meets the recommended limits for drinking of all above tested parameters. II . Based only on results of the parameters tested for this sample, the.water 'is suitable for drinking but may present the problems checked below: A.. Water sample has higher than average levels of Nitrate. Future monitoring is recommended (2-3 times per year) to establish any upward trends.. B. The low pH of the water may shorten the useful life ,of the house's plumbing. C.� - Water may present aesthetic problems (taste, odor, staining) due to D. Water sample has high levels of sodium. Persons on low sodium diets should. consult their doctor. III. Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. High Bacteria. B. High Nitrates TIC® ;eeinty Healh J r • ,_i REMARKS: Department shall not endorse any statements, in+erpre'ations or conclusions ma4e 'by anyone else concernin� r=::.:uE. :. �• _ ` .:j` �'1rif;.®n consent. CC: Barnstable Board of Health �• �r� 3 CC: Laboratory Director 117185 j Explanation of Test Results Total Coliform Bacteria Coliform bacteria are an indicator of the sanitary quality of a water supply. Water supplies may become contaminated from malfunctioning septic systems, cesspools and surface runoff. A total coliform count of zero indicates that your water supply is safe and approved for human consumption. A total coliform count of greater than zero is most often the result of accidental contamination of the sample bottle through improper sampling methods. For this reason, it would be advisable to retest any well water that is not approved. JAI pH is the measure of acidity or alkalinityof the water. On the pH scale,the number 7 is neutral,less than 7 is acidic and more than 7 is alkaline. The pH of water on� Cape Cod tends to be acidic in the range of 5.0 to 6.5. Conductivity .Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm are generally considered unacceptable and may have a laxative effect upon users. Iron The presence of iron in water in concentration f .3 ppm or greater may: give the water a bittersweet astringent taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain. The average concentration of iron in Cape Cod's `ater is .2 - .6 ppm. Although the presence of iron in water may cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron removal system. Nitrate-nitrogen The Massachusetis Drinking Water Regulations have set a maximum contaminant level for nitrates at 10 ppm. Excessive concentrations may cause methemoglobinemia (an infant disease) and have been suggested to form potentially'carcinogenic nitrosamines. Contamination sources include fertilizers, cesspools and industrial wastes. Copper Due to the acidic nature of the water on Cape Cod, copper tends to leach from pipes. This normally does not present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a bluish-green stain on porcelain fixtures. { Sodium A concentration of sodium over 20 ppm is only pf concern to people who are on a low sodium diet. If the water supply has more than 20 ppm sodium,it is up to the people who are on such a diet to find another source of drinking water or contact their doctor to determine if,consuming the water is advisable. Concentrations exceeding 50 ppm indicate that there may be ocean water or road salt runoff water getting into the well. BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client: BAYSIDE BUILDING CO. , INC Collection Date: 01/29/90 Mailing Address:1645 ROUTE 28 Date of Analysis:01/29/90 BAYBERRY SQUARE Type of Supply: WELL CENTERVILLE, MA 02632 Well Depth (FT) : 100 Telephone: Sample Location:LOT 25 PARISH WAY, WEST LAT. (DDMMSS) : Not Given BARNSTABLE LONG. (DDMMSS) : Not Given Collector: SEAN O' BRIEN Map/Parcel : Affiliation: BCHED Analytical Method: 502 . 1=1 , 502 . 2=2 , 503 . 1=3 , 504= 4 , 601/602=5 Contaminants Anal . Result MCL Detection Meth. ug/l ug/l Limits (ug/1) -------------=----------------- ------------------------------------ Chloroform 1 1 . 5 0. 5 Only those compounds listed above were detected. Attached is a list of chemicals which the method is capable of detecting. NOTE: Contaminant levels equal to or exceeding the Detection Limits are reported. Contaminant levels below the indicated Detection Limits are reported as -ND- MCL means Maximum Contaminant Level for EPA-regulated compounds . (ug/1 = micrograms per liter = Parts Per Billion) The Environmental Protection Agency has set Maximum Contaminant Levels (MCL) for the following compounds . This sample compares as follows : COMPOUND MCL (in PPB) Benzene 5.0 * level not exceeded * Carbon Tetrachloride 5. 0 * level not exceeded * 1 , 2-Dichloroethane 5. 0 * level not exceeded * 1 , 1-Dichloroethene 7 . 0 * level not exceeded * 1 , 4-Dichlorobenzene 75 * level not exceeded * 1 , 1 , 1-Trichloroethane 200 * level not exceeded * Trichloroethene 5. 0 * level not exceeded * Vinyl Chloride 2 .0 * level not exceeded * Comments or additional compounds found: + Bernard E. Bartels , i.D. La ratory Director �T;, BARNSlABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE OJ r BARNSTABLE, MASSACHUSETTS 02630 O /ate 17 * TABLE 1. Compounds Detectable by EPA Method 502.1 PHONE: 362-2511 n s�� EXT. 330 LAB 337 COMPOUND D.L. COMPOUND D.L. CLINIC 340 Benzene 0.5 1 ,1-Dichloroethane 0.5 Carbontetrachloride 0.5 1 ,1-Dichloropropene 0.5 1 ,1-Dichloroethylene 0.5 1 ,3-Dichloropropene 0.5 1 ,2-Dichloroethane 0.5 1 ,2-Dichloropropane 0.5 para Dichlorobenzene 0.5 1 ,3-Dichloropropane 0.5 Trichloroethyle.ne 0.5 2,2-Dichloropropane 0.5 1 ,1 ,1-Trichloroethane 0.5 Ethylbenzene 0.5 Vinyl Chloride 0.5 Styrene 0.5 Bromobenzene 0.5 1,1 ,2-Trichloroethane 0.5 Bromodichloromethane 0.5 1 ,1 ,1 ,2-Tetrachloroethane 0.5 Bromoform 0.5 1 ,1 ,2,2-Tetrachloroethane 0.5 Bromomethane 0.5 Tetrachloroethylene 0.5 Chlorobenzene 0.5 1 ,2 ,3-Trichloropropane 0.5 Chlorodibromomethane 0.5 Toluene 0.5 Chloroethane 0.5 para Xylene 0.5 Chloroform 0.5 ortho Xylene 0.5 . Chloromethane 0.5 meta Xylene 0.5 ortho Chlorotoluene 0.5 Bromochloromethane 0.5 para Chlorotoluene 0.5 . Dichlorodifluoromethane 0.5 Dibromomethane 0.5 Fluorotrichloromethane 0.5 meta Dichlorobenzene 0.5 Hexachlorobutadiene 0.5 ortho Dichlorobenzene 0.5 Isopropylbenzene 0.5 trans-1 ,2 Dichloroethylene 0.5 n-Propylbenzene 0.5 cis-1 ,2 Dichloroethylene 0.5 Sec-butylbenzene 0.5 Dichloromethane 0.5 Tert-butylbenzene 0.5 D.L. is Detection Limit in micrograms per liter or parts per billion (ppb) . This table lists our normal limits of detection. If we report a smaller amount, then our detection limit was lower for that analysis. *A photoionization detector is used in series with the electroconductivity : detector, thus allowing for the analysis of most of the compounds listed in EPA Method 503.1 as well . TABLE 2. Compounds which have Maximum Contaminant Levels (MCLs) set by the Environmental Protection Agency. COMPOUND MCL (in ppb) Benzene 5.0 Carbontetrachloride 5.0 1 ,2-Dichloroethane . 5.0 1 ,1-Dichloroethylene 7.0 para Dichlorobenzene 75 1 ,1 ,1-Trichloroethane 200 Trichloroethylene 5.0 Vinyl Chloride 2.0 Total Trihalomethanes 100 Chloroform, Bromodichloromethane, Chlorodibromomethane, and Bromoform comprise the total trihalomethanes. �611PTr� qO - ED. Q2op - �g 4'sroNF ,80 s (5A�4! Co«T,o�1 AS S.lowj o-4 .4 r� T S l TIT VESIGhI �Lyy�/ �� rAwV- �l.l�I.� VIeyi OF k7rr 000rR154 ) o - l5� lid SULLIW�IVRICHARD Flo,29733 Tr�AL Sl�� 539 GFQ S A�c 7. f6 211 . T�S�" Hoc.E E\A SE) i L 6a 1��" �.TPII_ _ . , � � SJ65oi`tf-. tub- d Sauce .. P - _ . - -----. ..._. _..__._.S'�'r�•" IL, I�( - �tc.E ' (�S St•ia•r�tl. 1i t�A�tq y pit- FUtIMt-D �3Astmz 4�/�41ED ,... . . . A►J�. z osrE2Ui Lj Lz 5S i - - MA 110 SO =_ SEE I�.a orJ �� � �� 't3 y c. ' �1.9 �C "1Jt Z T-D`(LE J,1GtlJ�ciZbiG Az}06t47r'S JOCa 2� SOIL JaI LOG N0. 1 NO ? ��� A Ne Sv .T P f ! ` SOIL .. 1 lJv Maw evvsArk.9 —. 3: _ . .. , ter. '- • _ ., .. ,t i 2 ))> r4, •. r ,S - .w.. i 'S fic 1 Y i 2 22r , Y 22 �-: f < TOP OF FOUNDATION El.: a IN F u.,.oEe 5449 IN ;:G-RAD 9 E #` IN El 76.G77 /' R: 10 .# ((--,� _� -� ' �¢zz 74.oz MIN. COVE' '' 1 ` r IN It IN El m/a . �': a •—'" L_— r 2 COVER 1/8 3/8 WASHED STONE fi l 1 7A8 . .}•• /1/0 1wfl*it ENco/,N . RE O L/9 1..S 3/4 11/2 WASHED STONE /B / "SUMP r Y 14 4' LIQUID LEVEL _ •; :o a EFF _ DEP PERC ` , TEST RESULTS PRECAST SEPTIC TANK WITH PRECAST LEACHING PITS PERC 'RAiE: . . • • • • •' DEPTH x 6C ✓E+ B'EFP 71 - e B A Y' w WITNESSED ,� S CA ST . • • WITNE , . • . AS IN PLACE INLET AND EL, Lss ,e - NO..—.SIZE. �,r„�r,�atE• BOARD OF HEALTH- - - Iv/2'PP $TONE ALL.AROUND. :4. OUTLET T S PER TITLE V ' ' OCIyBER ?1 /1BG SIZE /000 GALL 0 N S CNE'K - P - - d DIAZ. OF STONE DATE: [ W60 LONG x Al' WIDE x 12- DEEP ) 4 Pervious /o 'p A All. AROUND Material j No = D!/R/.VL+.INSTALL A770/V P.POBE Sv/tS AN AODi7JONAL Q¢' El. G/•S FBET lbwN TD ELEVAT7v�t/ .I•S' 7D INSURE 'TEAT 9' DF £ - PERVIOUS ffAT�"R/AL E'X/ST3 BF/1/EATH T�E�PROPOSEO O•IO �\ PROFILE , O r P O P O S E D S E W!�G E S Y S I E M `E'""^'� AREA AND 7f/�9T H// /VD SROv/VD WAS T EXISTS 77//N S.h'D PER✓/ot/S MA7FR/Al.. �e �' ��• : �. 9 n SYSTEM DESIGNED BY THE TOWN OF BAeNsrALrLE. REGULATIONS AND STATE TITLE V FOR SUBSURFACE DISPOSAL OF SEWAGE . SCALE 1/4'*•• 1'0 � ~ m' • �" °i �pL� ° also R°0 � � / �. � / -1 � Tom'- ° � T / `�• 2 Y 1. ALL PIPES SHALL BE -SCHEDULE' 40 P.V.C. SEWER PIPES M 7 ' / �•e __ 2. All PIPES SHAH BE 'SLOPED 1/4" PER. FOOT EXCEPT FOR ia' ��our cA�cuc.°noN is ® .y .. �s�oPE THE. FIRST 2 FEET OUT OF THE 0/8 WHICH 'SHALL BE LEVEL assr� \ ev : l s ti S \�' -'_.. \jh�tJ- tiv L' - 'OYSTA.vrE rRa7S�(/57�•/G./j' 3. DESIGN FLOW 3 BEDROOMS AT 110 GAIDAY PER BR. 231 GAL/DAY ,ry�ap��Eo ,�,�� �R� E 1 �� LC. Q \ �' SET/N✓GCT EL� 71.5' SEPTLC TANK SIZE 33o X /sT—a9s GALS ?- - ->/9�.�, I __ 4 ,� ...�\ - USE IoLb GAL. Wl oar GARBAGE . DISROSAI .. �1 3 s tiv PA - - 1 � - -e, LEACHING SYSTEM: USE* l/> L'P1.4 PWeAST LEAfi!/NG Plr WI7,V 8'EFFEtnvE Z PTtI `zo - AND 2 Oi STDNF ACC ARO!/NR �\ � • EFFECTIVE AREA. SIDE z1lR// Z. znls)(e),zs= Lzs SA[/DAY �• �`� 'n ,1 p� \ B 0 TT.O Mio Te eAz/oAy ,[oT 2S` ae' -aa y TOTAL FLOW 70L sAL/oAr 7QG-sf\ TOTAL REQ'D FLOW X W/ GARBAGE 0I•SPOSAI '�� ° �k _ 330 /.o = 33o OvT 4a L •/3 i RESERVE FLOW 706- 330 a 37c GAL/DAY JN RESERVE :y \\1X i R�'30•� -"3!3 91.!?\\ \ �P�$� Now'C/ArERA[ P0Ae/D,.ftl ARovn .: . REFERENCE PLANS : -&,Ro PLA.•/ 8K,' F/8 P6. SS �— Ff✓l��__X^_ �`� 9 h �-n Ott. eG f eLEA.V SAND- 2 APPROVED BY BOARD OF HEALTH AO' RT OWNER • JAH� ev>^LER DATE : I SITE AND SEWAGE PLA(\ PRO PERTY Y OW E - - o� BAYS/DE $v/c0/NG f•HOA /Y �0 OF j V{H OF,y � ��• FOR: BAYS/DE BU/GO/NF fONPANY ; t y 2 t t y:'` i-' o�y` JOHIi oyGr 3 BEDROOM SINGLE FAMILY DWELLING o� ROBERT a�� z P. fEA/TFR(//LLE HA' 02632 - F ,n o A - r .- YLE III S {✓ y DO / M u � r, .5 d u DAVIDSON- Nw993B9 _ 9y�No.2450U, !,!'9FC/S1EQE�OQI - ATEE DEci7fBER ZG, /9B9 �FESCISTEa G`�� II No u�v_E BOYLE ENGINEERING ASSOCIATES, INCORPORATED }St 2 •., Box 595-530 Thomas B. Landers Road W. Falmouth, MA 025T 2 4 i i P � � i