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Home My WebLink About0094 JENKINS LANE - Health 94 JENKINS LANE, W. BARNSTABLE A= 152-058 f 4 I 0 I'i J �` « vane' `i�z�c ,/��✓/✓ ® OI/ 25'-U' OTENT OF WON WDRIC} - -21'—''P 10'—b' 10'-6' I r'•�.��-r_.�^tsr�r«.ws �.�.«..j+wr_1;;:�ar..� �— CD _ SST• 3'-1 y—Ir ;S t • 1/2 WALL 2 WALL CLASET ti v 2 r6 _ .... . . wPH CAF N 1 ST[JtiG HOUSE Le 7 M TE@ '� �c AS ER MZITE 4 XPEBOLL KWE,EwALL 2t'.cr •.—Q" SOME- 1/d' - I—C' • 2;F-o' (txnNr or n!ew wGRKa t4'-8' Al G 1! FF m � � 38 3 � r WRH 5. rkr � d• 3 rl CLOW MASTER MFITE #,— S'-1' s 41 K►IEEr4N1 -�� _...-.� 2 t•—qr -- — �—;•.tl zs-rx tB C D PL OaR j?JAN -7r 0WN OF BA RNSTA LOCATION �0�?It 11I,� ��'lC SEIV�GB 7,� VILLAGE- J�;�r;;a ASSESSOR'S MAP ra LOT_ iNSTALLER'S NA]Wlg & PHONE NI7.�.�r��ci�G�1/ f • SEPTIC TXNK CAPACITY , --- LEACHING FACILlTY:(tppe_ . ! NCX OF BF.DROOM9 ____• I![VATF GtIiL OR PUBLIC 1YA`I`JIR ° ..._� BUILDEROR OWNER CPIfelc '� VAT9 PER HIT ISSUED-- DATE ComPLIANCE ISSUED:�__ :_.. ... .----.—•- :--.: . VARIANCE GRAN TE'D.- YeS�._...—NO NO - - -- OWN OF BARNSTABLE Ka �fe A � I.00A'rI:)N /07- :J-onlC%ns LA17e SEWAGE # 7/7 4'ILLAGF,_ ASSESSOR'S MAP LOT INSTALLER'S NAME & PHONE NO._,4 _ S5e)4 SEPTIC TANK CAPACITY ! � ' - r LEACHING FACILITY:(type)� !6 GL�,` (size) ) 0J , NO. OF BEDROOMS Ri.VA7'E WELI OR PUBLIC WA.T 3R BUILDER OR OWNEk r-�e 4 21?,,17ele D-e/V -'O DATE PERMIT ISSUED: ta-/�Af q DATE COMPLIANCE ISSUED: _��.�� VARIANCE GRANTED: Yes _ No _ r i aCCI to� � � Nolf:7211 Fiat...... a l`.. ..... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .I. .......OF............. •.� Appliratiun for Dispute ai Vorks (fun trurtiun Prrutit Application is hereby made for a Permit to Construct .(/vO or Repair ( ) an Individual Sewage Disposal System at: �= jh,e ocatio�?je dd ess / or Iot N lJf ...... -..-----•--•-•---- .-----lxL- ---•------------------------------------- O Address :........................................... `...--••--------•----•...............-•--- Installer Address UType of Building ��--77 Size Lot----¢.(,�.f' _�.Sq. feet �-, Dwelling-No. of Bedrooms............. .........................Expansion Attic Garbage Grinder 4 ) Other—Type of Building .... No. of persons............................ Showers — Cafeteria Other fixtures .... •- --------------------------------------------------------------------------------- •--------------------------------- .._....... W Design Flow............................!r.............gallons per person per day. Total daily flow-----------3__-.5d...................gallons. WSeptic Tank—Liquid capacity---160..gallons Length................ Width---------------- Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter----------------.... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) �-r aPercolation Test Results Performed by....__.�L/_(------ ....-l/1 d L............ Date.........q.-.z ................ Test Pit No. 1..,>..2-._.minutes per inch Depth of Test Pit.................... Depth to ground water........................ �T4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water._----_____--__---______ M -----------------------------••••-••--•---•----•....._...----------.......------------.._._........•......................................................... 0 Description of Soil..........6-fnl.......IV.....I..... ----•-------------------------------------------•---------------•-----------------••------------ -------------- -�----� = t�T x ------------------------------------------�-------1 = ---------M. -- --------------------------------------------------------------------------.............. U Nature of Repairs or Alterations—Answer when applicable_______________________________________________________________________________________________ -----------------------------------••---•-------------------------------.....--•--------..........------•----------------------=------------------------------------------------------..._......-------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITi� 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed------... cl-------------•--------•---•---•--•-- -----1.- -. ............. Application Approved BYs� ................. ................. � Date Application Disapproved for the following reasons----------------------------------------------------------------------------------------------------------------- -----------------•--•------------------•------------••-•------•-••-•----•--------•-•-----------•---------I------------------------------•---•-----------------------------•----•------------------------- ey �� Date PermitNo.. ........ .----•--••-�-----•-•--...-----. Issued---•------....-•----------------•--•----•---•-------.... i Date No...O� -.711 FE$......��-...� THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................. .A N.......0F............ %...... Appliratiun for Disposal Works Tonstrnrtiun remit Application is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal System at: Ail �f�_A �rT7�1�j1 ............. ........ C Location-Address /� or Lot No. o, ........ ` ! .- !' :.. 1../trJ ............................................ Owner j Address W Installer Address d Type of Building Size Lot.._ . t _Sq. feet U ..........................Ex Garbage Grinder Expansion Attic Nd arba •Qj ) �-, Dwelling_—No. of Bedrooms.............. r p ( ) g Other—T e of Building No. of persons............................ Showers a YP g ---------------------------- P ( ) Cafeteria fixtures . �,;•--------•--------------•--••--•-•-••-....•••••-•---•-•••----------------------- -----------------•------- W Design Flow............................`?._.............gallons per person per day. Total daily flow----------21--. ....................gallons. WSeptic Tank—Liquid capacity...04..gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) a Percolation Test Results Performed by-------6-1 t?-_4__..f..... l..1 .:I_ ( .............. Date.__._...�.-.2 Z._...........__. Test Pit No. 1--->.Z....minutes per inch Depth of Test Pit.................... Depth to ground water..___----__-_--------_-- G%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 •-•••--•-•••------------•---•. .............••••••-•-••--•-•••.....--•----•.........--•---.................................................................. O Description of Soil......... ' ........ -0� `----- t_F } U Nature of Repairs or Alterations—Answer when applicable............................................................................................... -----------------------------------------------------------------------------------------------••••---.........••-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed..........j_ _..f'?.t/ j------------------------------------ tDat'e- Application Approved By........ "" -----------.�`�`'�_ --------------------------•----•-- ........................................ Date Application Disapproved for the following reasons-----------------------------------------------------------------------------------............................. ---------------•----.......................-------------------------------------------•-•---•-------•--...._.._..---------------------------............................................................ C:� 7l Date PermitNo........U ........-••.....7---•................. Issued-....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........��. ....�.�'.............OF............ .,.. .�'.' �.Z'..................... Grtif iratr of Tout liFana THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed (, ) or Repaired ( ) by..•-• f-..��..�.....a)..... 'tr ,G? --....0A:0J.......--t-`-`-=)- � ..�. / ........................... at . .....C. .! y f Installer has been installed in accordance with the provisions of 1' rc,j of .2T�he;State Sanitary Code as described in the application for Disposal Works Construction Permit No......................................... dated................................................ THE; ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM"'tVILL FUNCTION SATISFACTORY. DATE..21...... .............. . ......................•-•......•......._...... Inspector.......... ----' THE COMMONWEALTH OF MASSACHUSETTS f BOARD OF HEALTH A } -. 7�7 ..............`:.:�: t t, ..®F............ x:� ,, 1 �" ..a..(:....�_'._............ �5 No......................... FEE........................ Disposal urkp Tumtra/ Mon rrutit Permission is hereby granted......... ._........... ................._ L --------------------------------------------------•---•••••.................... to Construct ( 1) or Repair ( ) an Individual Sewage Disposal System at No.... -1.7 .... r o n1 ....................rW r�1. ES AX h l �r f , c ..................... s - Street ��},� / as shown on the application for Disposal Works Construction Permit No..................... Date --_-!_'"?......... .................. ,�.--................ r-`— DATE. Boarrl of Health I ` FORM 1255 HOBBS & WARREN. INC., PUBLISHERS ' , Fee---Z-- BOARD OF HEALTH TOWN OF BARNSTABLE Zipprication-forlVell Con5tructionVermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: _FOOT--p----J-c,��e„�s---��'-4�•_1,fo�,�sTG��(----------------- x31(_GP� ;-P� )9 �1__---- Location — Address Assessors Map and Parcel --ZoPrc T/Owner Address _.�A:SLcu_u_ el�_�2_e1!__Q! 111,.E '.vL //��o. /�oX ��o M•K s� _�__0._ o.J__� y P Installer — Driller J Address Type of Building Dwelling ° ---------------------------------------------------------- Other - Type of Building ---------- No. of Persons------------------------------------------------------- Type of We11= 1pvC----------------------------------------------- Capacity------------------------------------------------ - ------------------ Purpose of Well ---------------------------- 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 iri operation until a Certificate of Compliance has been issued by the Board of Health. Signed- �� - -- �'�--�5�— - ---- — ,(/ - ------------ ate Application Approved By- --- date Application Disapproved for the following reasons:------------______ ____________-------_________—�________________________ -------------------------------------------------------------------- ---------------- - - ------ - • _—date_— Permit No.- - --_- ---— Issued— -- � - --�--- f date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate (Of Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( Altered ( ),'or Repaired ( ) _ 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 Nc,45!-X-fs-1-1� Dated THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE- - - - - - - -- -- -- Inspector— --- -- -- ------------------------------- No.- --==1 Fee-------- { 7___ a BOARD OF HEALTH TOWN OF BARNSTABLE 0ppliration-*rVerr Cootrurtionpermit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: _/o7---- Tc / o' ;3 L ij_j3,,,s7e,6lt - - - �lC GPyB�PC-',)) a��lYy �6s 9-3� / n�1 Location — Address Assessors Map and Parcel (9r ee,,J/Jl/C_/—V eue%r+�..,/ &1,0 /10. 4ox S/O ee Te/urIln Mc< 6067.? ,Aq Owner l �+ Address /A..)/. Installer — Driller) Address Type of Building Dwelling - --- - -- - ---- - Other - Type of Building No. of Persons------------------------------------------------ . Type of Well-_" —__Pv -_---- --- --- Purpose of Well 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. Signed------•--________--------------____-- -__ ___A-LA ___------- date — ,p /' Application Approved By --='---,��-��/-.��----��-�'v-S�%�-.y- ---,� /�-T/'a�4---; r date Application Disapproved for the following reasons:---—---- -----------=------------------------_ date ----------------------------------------------------------------- --—-------------------------------------------------------------------- p• ¢ p PermitNo. - =''-4 -- ------------------------- Issued - - - 1 /-?�----�--------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certiflrate ®f Compliance THIS IS TO CERT FY, That the Individual Well Constructed ( Altered ( ), or Repaired ( ) ------=-------- ------=------------------------=----- by------ ------------------------------------------------------- _ Installer has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application for Well Construction Permit No. 1e4f-fe-,;;?-Dated Zzl—f-lll -`f- , 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 Yell Con5trurt ion Permit No.--- ------ ---------- Fee----------- ------- Permission is hereby granted /________________________ to Construct (L-, Alter ( ), or Repair (� an Individual Well at: No. L 1 p .v ft N i 73 N ,,in+S 6 11r M u—,r—-- —— —-- ----- — ---------------- Street as shown on the application for a Well Construction Permit No. ---------------- Dated ------ - — -- --------- — - - - - - - Board of Health DATE - -f— „- -, ---_----- - - BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client : GREENBRIAR DEVELOPMENT Collection Date : 12/12/89 Mailing Address : ROUTE 28 Date of Analysis : 12/12/89 CENTER.VILLE, MA 02633 Type of Supply: WELL Well Depth (FT) : 100 Telephone : Sample Location: LOT 10 PIONEER PATH, WEST LAT. (DDMMSS) : Not Given BARNSTABLE LONG. (DDMMSS) : Not Given Collector : SEAN O' BRIEN Map/Parcel : Affiliation : BCHED r Analytical Method: 502 . 1=1 , 502 . 2=2 , 503 . 1=3 , 5.04= 4 , 601/602=5 Contaminants Anal . Result MCL Detection Meth. ug/l ug/1 Limits (ug/1) ------------------------------- ------------------------------------ Chloroform 1 0 . 50 0 . 5 Toluene 1 7 . 60 0 . 5 Only those compounds listed above were detected. Attached is a list of fl chemicals which the method is capable of detecting. Detection limits listed are our normal limits of detection. If we report a smaller result , then our detection limit was lower for that analysis (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-Dichloroethane 5 . 0 * level not exceeded * 1 , 1-Dichloroethene 7 . 0 * level not exceeded * 1 , 4-Dichloroi_,enzene 75 * level not exceeded * 1 , 1. , I-Trichl_oroethane 200 . * level not exceeded * Trichloroethene 5. 0 * level not exceeded * Vinyl Chloride 2. . 0 * level not exceeded * Comments or additional compounds found: 4j, Bernard E. Bartels D. Lab atory Director 1 BARN STABLE COUNI'i" III. I.'I H A:VC) ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VC)L,ATI I E ORG:"INIC' CHEMICAL ANALYTICAL RESULTS C'1 .ent : DEivAI .A . ;;c:ANNELL Collection Date : 12/14/89 Mailing Address : SCANNEL:L WELL DRILLING Date of Analysis: 12/14/89 P . r) . BOX -)60 Type of . Supply: WELL MASHPEE , "IA 02649 Well Depth (FT) : 100 Telephone : 17.7 _ 28 1.1 Samp] e I_:ocat. i_on : 1.0T 10 PIO,� EER PATH , (-,EST LAT. (DDMMSS) : Not Given E LONG . (DDMMSS) Not Given <i r : ,1 ;,,4 ) ' t;1:1 F:`.\ Map/Parcel : Affiliation : Analytical Method : 502 . 1 =1 , 502 . 2=2 , 503 . 1=3 , 504= 4 , 601/602=5 Contaminant- , Anal . Resi.ilt MCI1 Detection Met1-1 . ug/l ug/1 Limits (ug/1) C'1'tloroform 1. 1 . 80 0 . 5 Toluene 1. 1 . 00 0 . 5 Only those compounds listed above were detected . Attached is a list of cl-�em-i.cals which the method is capable of detecting. Detection liwits listed are our normal limits of detection . If we report a smaller r. es).ilt , then. our detection limit was lower for that analysis (l.Icl/l 111ii.rograms per liter = Pants Per. Billion) The Environmental- Protection Agency has set Maximum Contaminant Levels (MCL) for th.e following compounds . This sample compares as follows : COMPOUND MCL (in PPB) Benzene 5 . 0 * level not exceeded CaFbor1 Tetr:.3(_'lil0ii ic]e 5 . 0 * level not exceeded 1 ; 2,-Dicl)lorc.>ethari 5 .0 * level not exceeded 1 , 1-Dichlo):oeth �ne. 7 . 0 * level not exceeded 1 , 4-Dicl�lnr<>benzene 75 y level riot exceeded 1 , 1 , 1.-l'rir_hlorc:u thine 200 * level not exceeded Trichl.oroethene 5 . 0 * level not exceeded Vinyl c1-11,.u- i de 2 . 0 y level. not: exceeded Comments or additional compounds found: Bernard E. Bartels Ph . D aboratory Director p,..,...-..a.,...+�ewa!r*Y.�+..,a�ir-vv'•r-.sra..;Vwy+ey.WSl+"'.w�w;!:+aT-a"'ypay.,Taxrt.^.rr'w.`i,''+`1Ty+•rKe�"M^"�^"• .. ... �eeie��rW�.lh+V'r.. sX�.^".q''��.V'+:F�^'i�71-a�',:..�+yY,. Log Number: Bottle # BC444A Date: Dec. 18, 1989 sa BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE p BARNSTABLE, MASSACHUSETTS 02630 V �tAss DRINKING WATER LABORATORY ANALYSIS PHONE:362.2511 Ext. 337 Client: Scannell Well DRillino Collector: SEan O'Brien Mailing Address: P. 0. Box 960 Affiliation: BCHED Mashnee, MA 02649 Time & Date of Collection: 12/14/89 1:00 p.m. Telephone: 429-2811 Type of Supply: wel1-Tetes'c Sample Location: Lot 10 Pioneer Path Well Depth: 100, West Barnstable. MA Date, of Analysis: 12/14/89 1:40 p.m. PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 52 (Background 81) 0 pH Conductivity (micromhos/cm) 500.0 Iron ( m) 0.3 Nitrate-Nitro en ( m) 10.0 Sodium m) 20.0 1 I . 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. XX Due to one or more of the reasons checked below, this water sample is unfit for human consumption: A. X High Bacteria B. High Nitrates REMARKS: Retesting is suggested after chlorinating the well . CC: Barnstable Board of Health CC: Greenbrier Development 117185 ,, Laboratoryl.-Di rector 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 anv well water that is not approved. pH 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. , G� 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 of .3 ppn•, 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 water 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. i Nitrate-nitrogen The Massachusetts Drinking Water Regulations havc 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 of concern to people who are on a Inw 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 ind;sate that there may be ocean water or road salt runoff water getting into the well,, y,w Department of Environmental Management/Division of Wat ources WATER WELL COMPLETION REPOR 9.-�� WELL LOCATION GEOGRAPHIC DESCRIPTION Address JOE 2. 05 S E Wf-?f)r /p (leer) (circle) C i t y/Towne r r-* T4 0 /NA Well owner Ge�4JilPr {�eue/o�r�pn� [,y� (road) AddressP0 X-Ve S)O _ N S ( W of (mi.in tenths) (circle) Board of Health permit: yes [g no ❑" intersect. w/&,,,e &7t (road)p i6 WELL USE WELL DATA Domestic ❑Y'Public❑ Industrial 0 Totalt well depth dab ft. Monitoring❑ Other Depth to bedrock ft. Water-bearing rock/unconsolidated materiak Method drilled—ate Date drilled /�/g�$ Description&,JCno/SP SG-,4 }. Water-bearing zone`s: i CASING Type Sc /o V C 11 From To z, r• 2) From - To I Length yG ft. Dia(.I.D.).Y in.. 3) From To Length into bedrock ft. Gravel pack well: dia. Protective well seal' Screen: dia. Grout.[ Other Slot#�length �(r from9- tom PUMP TEST r8 `Static water level below land surface s 9 ft. Date L Drawdown Z0 ft. , .:after pumpirtg___�L_,t hr, min.at 4 gprn How measured * Recovery ft. after_hr. -mina LOG of FORMATIONS COMMENTS__ R fMaterials y From To � _ �• r � � ��-` P 7 Driller r s ' G mac-) JM Sir r Mass. Registration* 8 Firm 0 �• \ / Address G.G �;� ��? i` �` Clty/TOWn �°trJ�G /1 _ i'�UC dur�s /y�.LJ i rat t ' Signature of supervising real well dr!ller E Please Print firmly r �, OPY " BOARD DF HEALTH •C x„s M, t a,l, n»s"�i.,-t th'r%�`,s��-Fs ..3•w,r��G+.as ..�i<r.,3. �,24�,.srr�'.`�"4-_;�a r�..�:�e:.ra?ws.«>�.tw...?M,?e�$. Log Number: " Bottle # D 0 7 1 Date: B BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT � 7/ SUPERIOR COURT HOUSE p BARNSTABLE, MASSACHUSETTS 02630 J • 0 �fASep DRINKING WATER LABORATORY ANALYSIS PHONE:362-2511 �_Ext. 337 Client: Greenbri ar Devel opmentCoTlector: Sean O ' Brien Mailing Address: Route 28 Affiliation: other Centerville, PIA Time & Date of 02632 Collection: 11/21/89 12 :2+0 p .m. Telephone: Type of Supply: well Sample Location: Lot 9 Pioneer Path Well Depth: 100 ' W. Barnstable , MA Date of Analysis: 11/21/89 2 : 25 p .m, PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 0 pH 5.0 Conductivity (micromhos/cm) 104 500.0 Iron m) 0. 1, 0.3 i` Nitrate-Nitro en ( m) < . 1 10.0 Sodium m) 14 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 REMARKS: CC: Barnstable Board of Health CC: 1 l7/85 L6boratory,41 rector 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 eater that is not approved. pH 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 R h � considered unacceptable and may have a laxative effect upon users. Iron i The presence of iron in water in concentration of .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 water 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 Massachusetts 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'.=ay cause;a metallic taste and/or a bluish-green stain on porcelain fixtures. Sodium A concentration of sodium over 20 ppm is only of 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 as.advisable'.. Concentrations exceeding 50 ppm indicate that there may be ocean water or road salt runoff water getting into the well. Log Number: Bottle # D071 Date: Nov . 24 , 1989 sa BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE p BARNSTABLE, MASSACHUSETTS 02630 v �inss DRINKING WATER LABORATORY ANALYSIS 'PHONE:362-2511 �_Ezt. 337 Client: Greenbri ar Devel opmentCollector: Sean 0 B r i en t Mailing Address: Route: •28 Affiliation: other Centery i l,l a MA Time & Date of 02632 Collection: 11/21/89 12 : 20 p .m . Telephone: Type of Supply: well Sample Location: Lot 9 Pioneer Path Well Depth: 100 ' W . Barnstable , MA Date of Analysis: 11/21/89 2 : 25 p .m . PARAMETER . SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 0 pH 6 . 0 Conductivity (micromhos/cm)i 104 500.0 Iron m) 0.3 Nitrate-Nitro en ( m 10.0 Sodium ( m) 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 The Barnstable County Hpnlrh nMd Envirarsrseatel REMARKS: Department shall not endorse any statements, interpretations or conclusions made by anyone else concerning these results without written consent. CC: Barnstable Board of Health �_ ZIOA-004 CC: 1 /7/85 ^ratoryo4irector 1 r` 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:cioliform 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 anv_wcll water that is not approved. pH 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'io be,acidic in the range,of,5.0 m 6.5. Conductivity P Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhWcm are generally considered unacceptable and may have a laxative effect upon users. ` Iron The presence of iron in water in concentration of .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 water 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 Massachusetts 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 of concern t6 people who are on a low sodium diet: lf'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 ind`.caie that there may be ocean water or road salt runoff water-getting into the .well. RARNOTAPLE COUNT} HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client: GREENBRIAR DEVELOPMENT Collection Date: 11/21/89 Mailing Address-.ROUTE 28 Date of Analysis: 11/27/89 CENTERVILLE, MA 02633 Type of Supply: WELL Well Depth (FT) : 100 Telephone: Sample Location:LOT #9 PIONEER PATH,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/1 ug/1 Limits (ug/1) ------------------------------- ------------------------------------ Chloroform 1 17 .00 0 . 5 1 0 .00 0 . 5 1 0 . 00 0. 5 Only those compounds listed above were detected. Attached is a list of chemicals which the method is capable of detecting. Detection limits listed are our normal limits of detection. If we report a smaller result , then our detection limit was lower for that analysis (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 * C.ar = et. a 'h } `' 5 .0 * level not exceeded * 1 , 2-Dichloroethane 5. 0 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: Bernd Bart€ls, Ph.D. aboratory Director NOTES: �C'� INTERCHANGE 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. STABLE RD 20' MINIMUM OR AS INDICATED ON PLAN �(� W• gpRN TITLE 5 ; THE TOWN OF —_aAR INSTABLE_____ RULES AND OS REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE; WHITE BIRCH WAY ,o' MIN. AND THE REQUIREMENTS OF THIS PLAN. to' MINIMUM PIONEER PATH 2. ALL COVERS TO SANITARY' UNITS SHALL BE BROUGHT TO LOCUS T.O. FOUNDATION e. MIN. o SG,a .. CKFILL WITH j WITHIN 12" OF FINISHED GRADE. o SG. c " A 3. ALL MASONRY UNITS USED TO BRING COVERS TO GRADE WOODS/p �— MASONRY P E SHALL BE MORTARED IN LACE. 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE PITCH 4- SCH. 40 PVC PIPE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR 1/4- PER FT. F�ow uNE MIN. PITCH 1/8- PER a 2- LAYER of WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING OPp QQ�" 3 MIN. 1/e• - 1/2- SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR GE FZ v 10- .r WASHED STONE PARKING. �� 2-0- 5. CAST IN PLACE CONCRETE TEES ARE SPECIFICALLY DISAPPROVED. 0 •¢y' 2- MIN. "-0. A64. Z ? SANITARY TY'S WHERE INDICATED ARE REQUIRED. LIQUID �f 9.0 3/4- — 1 1/2- LEVEL 4�- F WASHED STONE DISTRIBUTION � ) 6. EFFLUENT PIPING FROM DISTRIBUTION BOX SHALL ENTER LEACH PIT BOX THROUGH SIDEWALL OR TOP ONLY. ENTRANCE THROUGH MASONRY LOCATION MAP EXTENSION WILL NOT BE ALLOWED. ' 3 7. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED OU 0 GALLON SEPTIC TANK b RESTRICTIONS OR ZONING REGULATIONS. OWNER/APPLICANT SHALL L �� •� OBTAIN SUCH DETERMINATION FROM THE APPROPRIATE AUTHORITY. SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM OF TEST HOLE 3Z 8. HORIZONTAL AND VERTICAL CONTROL, SEE LEVY, ELOREDGE NOT TO SCALE — OR USGS PROBABLE HIGH WATER LEVEL & WAGNER FIELD NOTEBOOK #_ zS7_, CURRENT ZONING INTERPRETATION: DESIGN CALCULATIONS : MIN. FRONT SETBACK FEET NUMBER OF BEDROOMS 3 MIN. SIDE SETBACK /S FEET GARBAGE DISPOSAL UNIT NbN� MIN. REAR SETBACK � 7 FEET TOTAL ESTIMATED FLOW ( 110 GAL./BR./DAY X 3_ BR.) 330 GAL. /DAY REQUIRED SEPTIC TANK CAPACITY �T—GAL. N/F RANTA F. TAISTO ACTUAL SIZE OF SEPTIC TANK LEACHING AREA REQUIREMENTS p SIDEWALL AREA _2.5 GAL./S.F. 8 PERCOLATION SOIL TEST BOTTOM AREA -L- GAL./S.F. 30 LEACHING CAPACITY (BOTTOM + SIDEWALL) !49_7GAL. 40 r ' ' /I 50 `. I ' / ' DATE OF SOIL TEST "Z2 g 27T( /0/2)( 6 )(2.5) +7T( /0 /2)� (1.0)4 5 9-!GAL. 56J I I ; ; / I ' 1-F,e,L? uyn!/.'�1Gr RESERVE LEACHING CAPACITY I WITNESSED BY - � �.: SAME .�.4 � � � 36 � I , it I � PERCOLATION RATE MIN./INCH - jD.N!/rt OBSERVATION HOLE 1 OBSERVATION HOLE 2 : x �,,/ / ,, �i �� "' �� ' �1 ELEV.= 4(c_c� ELEV.=_ r r• R� . 10 .o' �JJ, �30 —0.00 ai —0.00 BREAKOUT CALCULATION: l S e. St�>�E C L. 44.0 TO�� E'Svc S L_ �6-4Z ISD _ ?3 G . • �� r52faK�7c/T F oyo ►,�,,�►: ,� ,, ,/`----- , -- - E�w S,al�� LEGEND: EXISTING CONTOUR EXISTING SPOT NATION --00 X�--- _. � �� ,• ,,',,, J' ii'�.' \' _ / _ FINAL SPOT ELEVATION 00.0 �, A o WATER AT ELEV. z• WATER. AT ELEV.____------ FINAL CONTOUR (� f �' -�"�~ '�.'�. �� - � .SOIL TEST PIT LOCATION TOWN WATER W W i 1 loll 3o LOT 9 �' , �' SEPTIC TANK F� �i ��• 46,847 sq.ft.t DISTRIBUTION BOX Q WATER LEVEL ADJUSTMENT: N/4 30 � � N� - PRIMARY LEACHING PIT 0 RESERVE LEACHING PIT 300.40' TEST DATE `" -- WATER LEVEL'. 5 4 30 INDEX WELL { WATER LEVEL RANGE ZONE 1 9=Z7-9 INITIAL ISSUE A SL N/F THOMAS OTIS 3 DEPTH TO WATER LEVEL FOR INDEX WELL N0. DATE DESCRIPTION BY N/F THOMAS D. JENKINS FOR THIS MONTH SITE PLAN & SEPTIC DESIGN WATER LEVEL ADJUSTMENT l DEPTH TO HIGH WATER LOT 9 JENKINS LANE IN BARNSTABLE, MASSACHUSETTS FOR P��H Afq �; GREENBRIER DEVELOPMENT CO. INC. APPROVED: BOARD OF HEALTH uG SCALE: 1 = 40 JOB NO. 1120 1120-9 \LEVY SITE ?LAN A QNo.10050,p LEVY, ELDREDGE & WAGNER ASSOCIATES INC. DATE AGENT VOW U=0 A�C}Il�HI�Si PL IM LiND SIIRVBYC��RS 889 WEST MAIN STREET CENTERVILLE MA 02632 , t _ -