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HomeMy WebLinkAbout0019 LAURIES LANE - Health C) N SMEA No.2453LY UPC 12934 amead.com m Made In USA J��cvct� FOUR Ag RY�� INITIATIVE Certified Fiber Sourcing www efiprogrom.org TOWN OF BARNSTABLE LOCATION - 4e Z,4tl -C-C - G4n4-C SEWAGE # 9X-< VILLAGE ASSESSOR'S MAP & LOT6-L7- B9,4 INSTALLER'S NAME PHONE NO.eF4/�DLo>7 e-6Ak3 ' y��� `a SEPTIC TANK CAPACITY OoLEACHING FACILITY:(type) T (size) Ia2 t 'NO. OF BEDROOMS J PRIVATE WE OR PUBLIC WATER BUILDER OR OWNER �WAJ DATE PERMIT ISSUED: cs% q/ DATE COMPLIANCE ISSUED: tg ' ZZ VA IANCE GRANTED: Yes No� rV ' . ... No. l..�'..... .... Fu$...��.�.Q.. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ASSESSORS MAP No: PARCEL NO ........�O W? .........OF.....B.R STR$.L.. ..:.................. Appliratiou for %iVus;3l Works Tnns#rnrtiun Prrmit Application is hereby made for a Permit to Construct ((V) or Repair ( ) an Individual Sewage Disposal System at: ` .......`.` _ -�-- �sz..% ....... .�...�.-��......... .....................�:�...- °3 .......................................... ...- ocation i dres or Lot No. lu1 R 2S tit S ��.� - ... ..-.a�. r -� .�.. .............. Owner Address Wa �1SlZ}!0. Y .6 O.............•..... ... GOA �'. � ... ...•-••--/...... .....'!............................................ Installer Address 20 OO O Type of Building Size Lot._._____,t__________________Sq. feet V Dwelling—No. of Bedrooms................... Expansion Attic ( ) Garbage Grinder (W)O _----------_ aOther—Type of Building ............................ No. of persons------_--------------------- Showers ( ) — Cafeteria ( ) a' Other fixtures ____________________________ W Design Flow.............r• .1t;.....................gallons per person pgr da�. Total dail �ow............. ---_..._..._.__.._ to WSeptic Tank—Liquid capacit Q_gallons LengthiO.' .. Width.�r.." .... Diameter________________ Depth_..._. x Disposal Trench—No. .................... Width.41b._.. . Total Length_.___.......f...... Total leaching area....................sq. ft. Seepage Pit No.......I............ Diameter-__--M--__-___- Depth below inlet..... ._.......... Total leaching area.3'2601....sq. ft. Z Other Distribution box ( ) Dosing tan �w i z P. GG . 21_.q_1...... Percolation Test Results Performed by._R......._._.G___.N...............�..__�_.__.__._.�.1___ Date.._ _.'.__....`. Test Pit No. 1..G 7-....minutes per inch Depth of Test Pit...A!......... Depth to ground water...tiSQN_ fs, Test Pit No. 2................nunutes per inch Depth of Test Pit Depth to ground water,*j,1r,.�i�'d')S .... •_wDescription of Soil p _ . _ .1- iti Z _.._.1. ,. .--- .,-------- ._ Q- ' Od � Q �' V _. ........ . ejoIHNIEVVI-- - - � 1 U Nature of Repairs or Alterations—Answer when app cable__________________________________________________________ __� Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal S em in ac r lan e w 1 the provisions of iITLP; 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' sued by the boari of health. Signed..... Date Application Approved By.._.._ -__._. -- � Date Application Disapproved for the following reasons------------------•--------------------------------------•--------------------•--•-----------••-•-----............ -•--••--•-----------------------••-----•----------..........--•-----•---•--•---•---•------......----......----•-----------------------------------------------------------------------......... A�� �.. Date Permit No... .............. •---- ---------•-------. Issued..---...._......-•-------��_ �/_...... Date s 4. S �t.. .. `F G, b ... ; _ ti �� F �� �::_� s- �y ma�yy' _. •_� -x ES.... CJ....r.. , r ' r THE COMMONWEALTH OF MASSACHUSETTS k, . B0A RD CIF• HEALTH luittion' fnx;B ip�a� a� akr C �t r nn� a ntt ' . Application is hereby made for a Permit to Construct ) or Repair ( ) an Individual Sewage Disposal Syst t: ..... �... ��.to .................................................. ............ •. .'.................................... a�ddres ) y L 5 ``'e or Lot No. .. .-:-- ..... ... �► •-•............. .... ... W ! ............................................................. Owner Address 7,16 'Ile - ,a .................................................... .- Installer Address Type of Building ` � Size Lot----- J_..____ ...Sq. feet : . V Dwelling—No. of Bedrooms.................. `1.........-......Expansion Attic ( ) Garbage Grinder Other—Type of Building No. of persons..............:........:.... Showers —Cafeteria Ga Other fixtures ----------------•--------------•-•-•---••---•••---- . ------------------- L . W Design Flow.._.._ _....�,�• '_�� ...............-----gallons per persone;r da Total a>ly go ...... , _._..__._____._: gallq se WSeptic Tank—Liquid capacity?gallons Length...... _._.__ Width Diameter- ..... Depth_ ____._ .- p .... Total Length............ ...... Total leaching area....................sq. ft. x Disposal Trench No __._____.___ W>dth Seepage Pit No.... ............. Diameter .. -._._...._ Depth hero inlet__...®......_._.... Total leaching area _...sq. ft. Z Other Distribution box ( ) . �,�Dosin to t Percolation Test Results� Performed by._ ���_ � .................. --- Date..S?..`.....:. ............__F...14 a Test Pit No 1 --.---.----minutes per inch Depth of Test.Pit IA......... Depth to ground water ?.J6-WEr..-. _. Test Pit No 2 ..............minutes per inch De th of Test Pit�^1 � � -t.�Deeptth to ground water 's . .. ... r 1 y 1 ? d.�. .. ............. Description of Soil ......... �r ' t � U -- �� W •--------------------------- r ........t !.. ,_ 3� rs _..F3USa��i UNature of Repairs, or Alterations—Answer,when applicable 4 ----------- --------------------------------------- �a i t . •---•-••---- ��- G -------------- --• - -- ` Agreement: �L The undersigned agrees to install the aforedescribed Individual`Sewage'Disposal 5y/st rrfi. the provisions of. IT.1Z- ,.5 of the State Sanitary Code—The undersigned further agrees not top �Ne�l.' in • operation until a Certificate of Compliance has'been > sued by th 1, board of health .. c ¢ ty � ,_ R _ e - j Sign - Application Approved BY -- (wr • Date � Application Disapproved for the following.reasons:........................................ _..... _..............,.......................................... i .' ............................ __ •_._ _ ._ _____._ t --_ Permit No.. �... :'_. ----- Issued. / ��D++ate Date THE COMMONWEALTH OF-:MASSACHUS.ETTS r ' BOARD OF HEALTH ; .` 1................. OF.......... i1 .... .. ^` Trr#ifirate of Tuutpliaurr THIS IS TO CERTIFY That the Inu vidual Sewage Disposal System constructed O or Repaired ( ) b ' t Q4:-`r' <'� ' �E`' 9,J •-•-•----------•-•-----.....--•---....... ---..... has been installed in accordance with the provisions of TITLE State State Sanitary Code as described in the application for Disposal Works Construction Permit No.__ ,�,�:C dated...... ". .._ -.c. _ THE ISSUANCE OF THIS CERTIFICAT'-E*SVIULL NOT B.EONS !ED A GUARANTEE THA THE x SYSTEM 1AJA FPU CTIO 6 TISFACTORY. Y 'DATE.... .............. Inspect o ----- ..................... THE COMMOLI�Af'-E/�LTH Ok MASSACHUSETTS BOARD OF HEALTH ... OF No !. J FEE,,.✓�d.�t.. `Empotial Morkp Tonli#ht #ua _ rrnti� :z Permission is hereby granted `!lte. ............................... .... r ' o. Construct Se. or Repatr. ( ) an Individual Sew isposal System at No ; } Streft has'showtZ.On the.ap licataon for Disposal Works Constructiofi Permit NQ .- ted.......... ..::................_..:._.. D-ATE' I oa B -f - w rd o Health '.FORM' 1255.HOBBS &`WARREN. INC.,. PUBLI44'i"' - F pp jL Fee--��-- BOARD OF HEALTH TOWN OF BARNSTABLE Z.ppfication-*r Vell Construction permit Application is hereby made for a permit to Construct ( ), Alter ( ), or Repair - )an individual Well at: _(��_�__i e N r�G�S r`oNS nt� s__ _- - --- ----I�s--------- - -- � - - ___--------------- Location 7 Address— --- s sors Map and Parcel _�2u.v_�Uio,.J,c� -_----- —�6_�QoX 9/� /►-to/s�-kS h.,i S 1uu�oJ6Y� nn Owner Address ,USCaNNel�we��Di,` � i`.' -- o.�o}c �6n nraS�neQ oaG S'f M ------------- - -------- --- --------______— -------------------- Installer - Drill Address Type of Building / Dwelling — Other - Type of Building--------------------------------- No. of Persons------------- -------------------- Type of Well-y(, -------- — -- 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 in operation until a Ce tificate ol Compliance has,been issued by the Board of Health. Signed date Application Approved date Application Disapproved for.the following reasons:--- -- — — date .---__- Permit No. Issued-------------_____date _ ------- � BOARD OF HEALTH TOWN OF BARNSTABLE certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) Installer n at-- - ------ has been installed in accordance with the provisions of the Town of Barnstable Board of Health Private Well Protection Regulation as described in the application'for Well Construction Permit No. &=/Q�__4W-Dated--------------------,- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE —--- - - - ---- - _---------------- Inspector- - ---- ----- —- — - '��,�;,;�=�,.'�. .,.� .,,,; ^•;�, ::�;,a ..fU,-1 p k No.--�-�1---�'� Fee--- �-- F BOARD OF HEALTH TOWN OF BARNSTABLE Application-for Vrll Cootructionpermit I� Application is hereby made for a permit to Construct ( ), Alter (n or Repair )an individual Well at: f'------�(-aa�,c_ �.) i-r G Cs 1 ohs—iu;I/c- 6 1 cri--- ---- ----------- ------- -------------------------' ------------------------------- -------------- ---------- ---------- - - - Location — Address AssAsors Map and Parcel -----------------------------------------------------------—-------------------- - - ---- --- -------- - Owner Address SCu .j,..e/11 j ��0/,l��f i N C �o. U O�c_ G a n.,o S 4 P Q ti a. o 6 Y f. Installer — Drill r Address Type of Building Dwelling---- �o''`S_� __ -- ----------------------------------------- Other - Type of Building-------------------------------- No. of Persons------------------------------------------------------- Typeof Well— --- --------------------------------------------- Capacity-----------------------------------------------------------------------=_----- I Purpose of Well os7 c--- ------------------- 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 //�� ---- - date Application APProved BY----X� —. -------------- ---- j U \ -date Application Disapproved for the following reasons:-------------------------------_-------------------------------------____----------___----------------- ----------------------------------------------------------------------------------------------------------- date Permit No.-------- ,V '�/--�--�"-� ------------ Issued---------—----------------------------------— ---- ---------- date BOARD OF HEALTH TOWN OF BARNSTABLE (Certificate Of (Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) .� .,_ t- --------------------------------------------------------------- = - 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. Dated-------------------------- 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 V ell CAn5truct ion 3permit No. Fee---- --- -'--"--- Permission is hereby granted- - - `. •►asr�-,o - - ----- ------- to Construct (j , Alter ( ), or Repair ( ) an Individual Well at: �. `__�_yi------------------------��—, �— No. - --- -�_--------- ----------------------------------------------------------------------- Street as shown on the application for a Well Construction Permit No.------------------------------------------------------------------------------------------- Dated------------- ------------------------------------------------------------------------- ---------------- - -� — �- ---------------------r - Board of Health DATE- -- —- -- -— -- — -------------------- r tt rTf N! }Mifrsr r sse iTgrtt rrrsrttrrrrrsttrsrs M.R.n tt srsttrttrsxxrsrttjss nrr s rssrsrrtrsrrm xrrnrnrr rrrrttr nrsrnrttttrr nr n rrt nrs n xrsrrrrn r r nrrxr rr sm nx r 1.ai,::,::::::: :,,,::: ::L::a*ta:,:::::::::::.:►:.:,::::::,}:::::,,t;,,::::::::.::!T. .,:::1::TT,:a::::t,:1:::,,:::::Lt,tL•.::,:,1t't1„fl?t:,,,i,:,.: r _ ENVIROTECH LABORATORIES Mass. Ceit.#:MA063 - z_ 449 Route 130 Sandwich,MA 02563 (508) 888-6460 = CLIENT: Sharon & Dean Brown LOCATION: 63 Laurie's Lane PO BOx 911 _ - ADDRESS: Marstons Mills MA _ r" Marstons Mills, MA 02648 �= COLLECTED BY: D.A. Scannell SAMPLE DATE: 5-1-91 TIME: 12-gg DATE RECEIVED: 5-1-91 SAMPLE ID: ET 644 c JOB tt: New Well WELL DEPTH: _ 64' M. RESULTS OF ANALYSIS: c.. - e_. Parameter Units Recommended limit Result r :4 Coliform bacteria/100 ml (MF Method) 0 0 pH pH units — — 6.0-8.5 5.80 F. e� Conductance umhos/cm 500 97 M. --- =x Sodium mg/L 20.0 13.4 Nitrate-N mg/L 10.0 1.18 x- Iron mg/L 0.3 0.20 L Manganese mg/ 0.05 ' >~: Hardness mg/L as CaCO 3 500 r: Sulfate mg/L 250 Potassium mg/L 20.0 Alkalinity mg/L 200 BE: Chloride mg/L 250 x Turbidity NTU 5.0 a Color APC units 15.0 Background bacteria 26 COMMENT: E I E' YES No WATER IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS ESTED. e DATE G sz: �/l�iU!!lUl11U111Ul1111tUUI!li811!!t!UlilillUt!!1llUllil!!lllili!lUtlitlllil!!if ilifllil tuiiiilliillilliiiiiiiiliiliiiiiiititliiiiiiiiil tii111iiiiii llll illillililll tiHUUtti111ti111 itUdEitUJlll tlil!!!lilllulllltli►1` I M BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client: DEAN BROWN Collection Date: 05/03/91 Mailing Address :P. 0. BOX 911 Date of Analysis:05/06/91 MARSTONS MILLS , MA 02648 Type of Supply: WELL Well Depth (FT) : 64 Telephone: 428-4135 Sample Location:LOT 63 LAURIE' S LANE LAT. (DDMMSS) : Not Given k MARSTONS MILLS 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 , 524.1=5, 524. 2=6 , 502.1/503=7 --------------------------------------------------------------------- --------------------------------------------------------------------- Contaminants Anal . Result MCL Detection Detected Meth. ug/l ug/1 Limits (ug/1) --------------------------------------------------------------------- Chloroform 2 2 .1 0.2 Only those compounds listed above were detected. Attached is a list of compounds for which this sample was analyzed. NOTE: Contaminant levels equal to or exceeding the Detect ion Limits are reported. 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 ' * Tevel' 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: M J, + Bernard E. Bartels , P .D. La oratory Director °� tisa,n BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT` y SUPERIOR COURT HOUSE BARNSTABLE, MASSACHUSETTS 02630 o TABLE 1. Compounds Detectable by EPA Method 502.1 PHONE: 362-2511 �1A 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-Dichlorop.ropane 0.5 Trichloroethylene 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 Nexachlorobutadiene 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) • I 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. BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT LABORATORY REPORT VOLATILE ORGANIC CHEMICAL ANALYTICAL RESULTS Client: DEAN BROWN Collection Date: 05/03/91 Mailing Address :P . 0. BOX 911 Date of Analysis : 05/06/91 MARSTONS MILLS , MA 02648 Type of Supply: WELL Well Depth (FT) : 64 Telephone: 428-4135 Sample Location:LOT 63 LAURIE ' S LANE LAT. (DDMMSS) : Not Given MARSTONS MILLS LONG. (DDMMSS) : Not Given y Collector: SEAN O' BRIEN Map/Parcel : Affiliation: BCHED Analytical Method: 502.1=1 , 502. 2=2 , 503 . 1=3 , 504=4 , 524 . 1=5, 524 .2=6 , 502 .1/503=7 Contaminants Anal . Result MCL Detection Detected Meth. ug/1 ug/l Limits (ug/l) - --------------------------------------------------------------------- Chloroform 2 2 . 1 0. 2 Only those compounds list%d above were detected. Attached is a list of compounds for which this sample was analyzed. NOTE: Contaminant levels equal to or exceeding the Detection Limits are reported. 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-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 , P .D. La oratory Director s�Qz�c ZONE.- E SOIL TEST PI1r DA TA.- v 1"r p CR SEFRONTS3 ' G TEST -T-j 3 �- O SIDE 1 5 ' T.P. -1 T.P. -2 REAR t r : GRND. ELEV. 01 No GRND. ELEV. c.c1 xo ` y Eck uAl �� G. W. ELEV. 140 M F_ G. W. ELEV. I�ONF. Po UL N �, T0�501 L �� TOVS01 L MI IE I Z � DESIGN CRI :TERIA .� .o CIVIL <c\ sTE�`� SU$Solit. SU'�Sbil~• r r LOT �- a ' t dvn� 4, Tc L 4 .3 BEDROOM DWELL ING # 110 GAL/DA Y PER BEDRCCM, , 1 3.27 q 1 E06ALS33C>6ALS PER DAY. `- N DA TE PRiVFAESSIONAL EN INEER CIVIL M�'p1 UM TO SEPTIC TANK REWIRED.- INDICA TES -1-0 ' ®AV � PERC. - N) ..r k 15 4;,, _ . CJ Cv TEST C©A dv'si 330 GPD X 150,8' 4O 5 GAL. Z ON L'.. N`. , �q- 5�>Jza ,� SEPTIC TANK PROVIDED.' =1500 GAL. 4 d ` •'' ; — SIZE OF LEACHING FACILITY REQUIRED.' L '�' Sq. It INDICA TES y OBSERVED No WA'ff.T., DESIGN PERC. RATE = 2, MINUTES/INCH ' GROUNDWA TER r p330GALL ONS PER DAY ' j dlN OF t/qs�a� Wo PAUL yG` ►40 WAYt! 'R Ft r SIZE OF LEACHING FACILITY PROVIDED.' HYLL Q . 1 i50 NO. 32448I PIT WITH 3 STONE I 0 + w I✓L.!_. J�,, <rc�sT E��° ��,r DATE.' 3 °21 DA TE, -- _ . 9 1 n\4� t I.AS,D .���,�:��"� 1�/)G2 '�: SIDEI✓AL L Z•Z6� �' SCfl GpL� ' TING �- 1� � TEST BY.- FJ v 1'�11CFI►.Il j TEST BY. � S'F �o 1 1 Gp� ,� , , BOTTOM 11� `J'1= - U , o. t'� I1:� ''� W'P�1UL WITNESSED LY.' TOTALS �" 33°i CP 7 8 &r'D DATE PROFESSIONAL LAND FRVEYOR AIVE � PEAL. RATE e. Z.N 11J I hSC PERC. RATE BREAKOUT CAL CULA TIONS 40 E r,16' SLOPE / X 150 - t4-0" S 36� -02" E-- Aso •, `."", 94- 45 --- -- EO TOP r-DN4 EL �oz.00 v �o �oo.00 % G�, EXISTING G V V-i of q•0 ACCESS COVERS MUST BE WITHIN 12" OF FINISH GRADE. +� Jer o WELL 01G .30 9` v 5.S0`, L 3Z. •'`�/ ti MIN. 2" OF 1/8"-1/2" DIA. A o Q g 6 l o o �B�'' WASHED STONE 4 -a MIN. , C7EPTH ,/*, > ' ` \!�jco aGAL. ; p _ WASHED STONE d o 1500 GAL. + q , SEPTIC ' L Cap W % Q ` 4�� TANK EL 801 • a O d 3 BEDROOM CL D w/wfivG 3 6�- vao p FOUNDA TION `�r F Re L _ 102. 00 pl,F+r,e lV % % t� - P cz0 �• � ` a ♦ PRO tS000 1. _ � ��-::;..� � h REVISIONS.' -``-------------------- INVERT ELE�A TIONS.- ,� %`.So pTt G -rA W< ,i NO. OA 7r REVISION ----- ------ - ------- ---------------------------- M INVERT AT BUILDING 96 4. 1 M I iZE�l15e SEPTIC, 'rAw w— -1`0 1500( )L T P 125. 00 --,� - , p - INVERT IN A T ,SEPTIC TANK q REVISE. CPOy�sT7�JR�xZ 'PT��'C'10 %♦ � INVERT OUT A T' SEPTIC TANK ZO�� T StiP�1 L• Z pRIOQ, �xws�-� y INVERT IN AT �DIST. BOX ;q_ •50 b T Lt�.A� ` 1 ' ioo% {.% D' 6Ox SHED INVERT OUT AT DIST. BOX 5•3Z 'p ..r. lo ° ♦ ` LOT o j INVERT IN AT BLEACH PIT MIN fi1r5', \ % BOTTOM OF LEACH PIT Sct.do PRvP EA SSW VT 000 S.F. L V AC- -1 LEACN 2 6250f S,F. V IT, GENERAL NOTES.- ; o g9xo 1. THIS PLAN IS FOR THE DESIGN AND N 36°-16'-0 " W ``Irn%40 CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY OK Y. / 5 2. ALL CONSTRUCTION METHODS AND MA TERZALS FOR THE SEPTIC SYSTEM SHALL CONFORrtN - L e-AWH TO MASS. D.E. 0.E. TITLE 5 AND LOCAL T IT BOARD of HEAL TH REGULATIONS. PLAN SHOh(ING THE DESIGN OF A PROPOSED 3. ALL SEPTIC SYSTEM COMPONENTS SUB✓E6 TO ,.. - .,.r... VEHICLE LOADING (I.E. UNDER DRIVEWAY5, ETC. SUBSURFACE' SEPTIC I O' 'AL�� SYSTEM i LOT "j O SHALL BE DESIGNED TO WITHSTAND H-20 LOADING. y' SOUS -•� 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR LOT 63 LAURIES LANE BARNSTABLE MA . APPROVED EOLIAL. cJ�p`C 1 C " _ ' '� C . J � 5: SCALE 1 BEFORE STARTING CONSTRUCTION CALL DIG SAFE 20 MARCH 22, 1991 L.e A[, 1 1-800-322-4844 FOR LOCATION OF UNDERGROUND UTIL I TIES. EA(,_E ciw«V .T / eg EAr, 1AhEER TXC Tl'�/.. 6. DATUM IS ASSUMED. 441 ROUTE 130, SANDY-TCH, MA 02563 7- 1PR6'?0SF..D LL 5I4PrLL T:S PROJECT NUMBER 91-019 R�.Gvlpr"'S'�O�sS , i • ZONE. R LE�1 C SOIL TEST PIT DATA. SETBACKS.• p e.R t TE 5-r 4 --7 3 5 FRONT 3 4 SIDE 1 5 ' T.P. -1 T.P. 2 REAR 1Jr GRAD. ELEV. p GRAD.bi R D. ELEV. q <) OF 4� , � G. W. ELEV. ti4O t G. W. ELEV. " +„ .. ROGER �Gn TO S L- P PAUL 1 0 TO SO j,L , _ MICHNIEWICZ DESIGN CRITERIA._ No.30420 y .d � CIVIL w� IS w uasc�t lr s u S b1 L DESIGN FL Ohl., NA L , 3 BEDROOM DWELLING @ 1 J0 GAL/DAY PER BEDROOM EOIIALS 53C )GALS PER DAY. 3.27.0i1 I 0 � M � .JP`t't C. , ��1 UJM ' - DA TE PR SSIONAL EN NEER SEPTIC TANK f7E0UIRE0. L�G N T 17 - INDICA TES - 1N1 "f ;, PERC. �b 5 � -83 0 GPD X 15OX =4cl!5 GAL. Nt1 � .� J TEST SANS ,' ' SEPTIC TANK PROVIDED.• GAL . GRAV litti L,d .�.. 1 - �1, SIZE OF LEACHING FACILITY REGUIRED.- 5q' INDICATES GRPrV1. r 5 GROUNDWA TEA 0GALL ONS PER DA Y ' OBSERVED d wA7f R. DESIGN PERC. RATE - 7- MINUTEVINCH CEi'y OF "e. �Q pA `y 0 W `( P. ' UL � til A � R. M SIZE OF LEACHING FACIL I T Y PROVIDED.• i .r . Q , , t� RYLL ti - QW , J50 �xl`JT No. 32448 Q (Z PIT WITH 3 STONE k, �2 DATE.' , r � DA TE. 3 1 9 1 t � y .a1 LA,10,,,, STING � �.� � SIDEWALL GPb ,. TEST BY.• F; ,MrHW)l?_WlC-2: "',e7F5T BY.• �2.65 � /51: 5 GTP17 1 v o L9. S u R�/�. ► G �A� '� BOTTOM 1 �3 `S �r n i �o 1~ k l . p /6F vo o, jsl� . WITNESSED BY. WITNESSED B�' �. TOTAL S 3 5 � / -- r 3 9 �,ti ► 'PAVE,` 'Ug o � DATE PR FE SIONAL LANDS VEYOR L F'� 1•.� J / i U , : 9 7 X 8 o, _ �?' X � PERC. RATE PERC. RATE hl �C, ES A E , 2 Nt �i � , 4 ;, - �. BREAKOUT W , .. . CAL CULA TIONS. = N N --._... SL 0PE X 150 CQ -o- -o- �.. I 6, E 1 S 36y° 02 - ,.. - - , • _ Ao 9 _ I` 9 o ED 920 5 ME, L ♦ T O � Nb P ♦♦ 100.00 � 1 ! ,V EL 102.00 — I 1 aP y , t 15�-1 1 ♦ p 1 EXISTING G q� ACCESS CO� q n 0 ERS MUST BE WITHIN 12 OF FINISH GRADE. ♦ � .3o q +� I WELL 9 co I i u 0 /. ,' ',;� _.... :MIN. . 2. OF J/8 J/2 DIA. 1 a �' -� , A 0 4 o Q 1 o Dlsr.l WASHED STONE o �' �' �o Clg 6 Box 9 5.00 --- - ti o _ • , o Q � o V < . 4 l!J' MIN. � 0 9 s. o Sys ♦ ® _ L�I�UID 4 p - a _. _ cy II co��►rt� l � > w c o a WASHED STONE co -t-w t� i d 0 a " 1300 GAL . , % o43 co 11 1 SEPTIC ,r Cc 4 TANK W ♦ p PRO P. 3 BEDROOM 3 / L a �♦ 0- D LVELL/N �. i- N pRo FOUNDA TION •. 3 �a ♦♦ F 1. �102. 00 pt,Ac e ` % ♦ P;Lo P' % � � �, ------------ INVERT ELEVA TIONS.� REVISIONS: i A WK. i .SePT1 C ? , N0. DA T REVISION - c� INVERT AT BUILDING 6 3b A I �11 E�hSE Se- T w,K -ro �5006;t d. 125. 00 �r G A L TP i 6. O —'� % a IN IN A q 1 ; p T SEPTIC TANK ►� � 'P'Revise v Px 1 v♦ �o w �zZ o M , �. 2 INVERT 5 � TV _. h ER OUT AT 'SEPTIC TANK .____�',_ _ 1G w StL� � i max♦ z- , ��. -r +� vRo�. o � c� Z INVERT IN A T Dh'ST. BOX �) 50, L� I r SHED �. 8� SH n V 5 I o IN ERT OUT A T 2 o SIST. BOX 3 I 1 1 IQa/ ,0 O 1 1 INVERT IN A T L ,q 5 tiL'S. EACH PIT , A1N LOT o BOTTOM OF LEACH PIT ,o t�Ro P EASEMENT E P1C ,r aQ, 000 S F.exi- L V,-' C 1 LE H 6250f S.F. P 1 GENERAL NOTES. C( o 1. THIS PLAN IS FOR THE DESIGN AND N 36 J6 0 W 3 :0.0 r CONSTRUCTION OF THE SEWAGE DISPOSAL FACILITY ONLY. I 2. ALL CONS 5 TION METHODS AND MA TERIALL S FOR THE SEPTIC SYSTEM SHALL CONFORM Ac TO MASS. D.E. O. E. TITLE 5 T E AND LOCAL IT BOARD OF HEAL TH REGULATIONS. FLAN SHOWING THE DESIGN OF A PRO POSED 3. ALL SEPTIC SYSTEM COMPONENTS SUBJECT TO LC VEHICLE LOAD G SUBSURFACE SEPTIC DISPOSAL IN (I.E. UNDER ORI VEWA Y.S, ETC.� .SYSTEM L 0-r 70 SHALL BE DESIGNED TO WITHSTAND H-20 1 OADING. i L 4. ALL SEWER PIPE SHALL s LOT ,63 LAURIES LANE BAi9NSTA LE MA ' �-11��JS '' � � BE SCHEDULE 40 OR B APPROVED EQUAL. J ST�PT 1 G SCALE J =: 20 MARCH 22, J991 , �►.., ,AGA•- 5. BEFORE STARTING CONSTRUCTION CALL DIG SAFE 1 1-800-322-4844 FOR L OCA TION OF EAGLE SURVEYING p "°r UNDERGROUND UTIL I TIES. I V 1S'r ENGINEERING, INC. s. DATUM IS ASSUMED. 441 ROUTE 130 SANDWICH MA 02563 7_ PRBPosl..b WILL 51+PrLL tip, 1 GbN1P L1 A L.�G�. W rv4l ALL PROJECT NUMBER 91-019 i I I I t -----