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0047 LAURIES LANE - Health
'ql, LAURIE's LN., MARSTONS M A=21, PCL. 100 u (457 TOWN OF BARNSTABLE Of &/X & LOCATION 47 �au a.i 1S G..yti-t SEWAGE #q5 66 VII LACE /Y�Ca/�S/dlv� iS _ASSESSOR'S MAP&LOTD � Q INSTALLER'S NAME&PHONE NO. J04 h /F"-)q0 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) L ag4402i size) NO.OF BEDROOMS BUILDER OR OWNER a d1le (fe rr [/R a PERMTTDATE: ✓�-27--�.� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by r � Li3 ® 2 . 0 ,g�6 vo'6', c�3 ` �3 j;�3, 6 16 ASSESSORS MAP PLO. No.- _....... _ PARCEL NO. /6 D FtzB.... ®............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Di_npaiial Wurk.5 Cfnn.itrnrtinn rumit Application is hereby made for a Permit to Construct (VI or Repair ( ) an Individual Sewage Disposal System at: �gr1S G-mot/fir M Mod GS . ............ -------------------- oeation-Address or Lot No v r r.� caner Address Installer Addressk �.. Type of-Building Size Lot__ �_ ']"f..Sq. feet Dwelling— No. of Bedrooms._.........................._______..._.._._Expansion Attic ( ) (sarbage Grinder ( ) aOther=Type of Building --------------------------•- No. of person-s........_._.__..........-_. Showers ( ) — Cafeteria ( ) dOther fixtures ------------------------•-•--------•----------_--------------------------------------- ------------ -.------------••-----•-•------.-•-------- W Design Flow........./1a:...........................gallons per person per day. Total daily flow.....2-130......._.__. ..............gallons. ` W Septic Tank—Liquid capa6ty./SpO _. 6.galIons LengthJP - "__ Widths=_ ��. Diameter._:.9..��rDepth_-_it......_. x Disposal Trench—No. .................... Width....h/orw�..... Total Length...____-------_----_ Total leaching area--------------------sq. ft. Seepage Pit No....... ............. Diameter-----Lp._.Ef/-Depth below inlet_---_C........... Total leaching area..�':9Z....sq. ft. Z Other Distribution box ( ) Dosing-�tank ( ) nn aPercolation Test Results Performed by.....1_ / Pr%._.l ..�cL!��...._ �—�:_._._....._ Date.._.2.". .-9S.............. Test Pit No. l.G ------minutes per inch Depth of Test Pit----t.e ........ Depth to ground water--AV----.... Lz. Test Pit No. 2................minutes per inch Depth of Test Pit__42._...._...... Depth to ground water--AA-t. �» T� (� �. •---------. ........�........ 1. ............Descrtption of Soil Q.......... W VNature 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 Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Complian s bee iss by e and of health. tj�j _ // ...---- <...... :. 017�Signed E -------- - _APPlication Approved BY ----- j Application Disapproved for the following reasons- --------------------------------------------------------------------------------------------------\� .--. --...... ......-------.............:.........--------------------------------------------------- / Date Permit No. q�> 3 ` :� � -` - Issued - ....-2.7=� .�..`.:.-._-... Date t ' 1 —No...... '� . .� 6. e 160 =�xtr� J� ••--- ti FEB....i... THE COMMONWEALTH OF MASSACHUSETTS _ - 7:BOARD OF HEALTH TOWN OF BARNSTABLE Appliration for Dhnp 1 ttl Wor1w Tomitrnrtiun ramit . Application is hereby made for a Permit to Construct (N/1 or Repair ( ) an Individual Sewage Disposal System at: .... S ...e, Z-1/� ------•-----�-...- •-.....--S--•--•----------•----...----•----------•------•............. Location-Address or Lot No. K \ r/ (/ wner Address ( Wi!t. Ut\t�vV .... ```'��c -=•= `�jr � ...............................� .-3 �-•t,i• C 1 j }= .- Installer Address UType of Building t Size Lot... t).G7/-....Sq. feet .-1 ` Dwelling—No. of Bedrooms--------------------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) - Cafeteria ( ) Q, Other fixtures .............••-•--------------- ... . d .-----------•-------------------- W Design Flow.........!( _ ,0_ per person per day. Total daily flow...... �._-_-__-_.---_-_-___-___-_gallons. 1:4 Septic Tank—Liquid capacity_] !?_gallons Length_tc-__-6�---_ Width:S____ Diameter._ -----7'_ Depth.... W - x Disposal Trench—No- -------------------- Width----A&Tgmo..... Total Length----------.......... Total leaching area....................sq. ft. Seepage Pit No......../............. Diameter-----19_'L�P Depth below inlet----- .........._. Total leaching area.. Z....sq. ft. z Other Distribution box ( ) Dosing tank ( ) n '-' Percolation Test Results Performed by r �_.. __a,-P?.4�_.__.�l�G :.......... Date-----2.....2- yS a Test Pit No. l tom.Z------minutes per inch Depth of Test Pit---- �______... Depth to ground water..A/9?!< ........ rZ4 Test Pit No. 2................minutes per inch Depth of Test Pit__/_7......._____ Depth to ground water....4/A!-A........ P+ --•-•------------------------------•-•---•--•-•-----•---••----------•-•------••-•--•--•-----•-............................................................... O Description of Soil-- n 1 n Gnr>� = = «''�3•y-= =�:5.. . ..<[/ •l�,jv 3 5 � ` W VNature of Repairs or Alterations—Answer when applicable................................................................................................ i --------•-•---------••-•--•--•-••--•-----•----------•-••-•....---•••----•---•----------••-•••-••••••-----•------•-••-•------••••---••---•-••--•------••---.....•'•••••-•-••-•-----•...................•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliant,h bee issued by the board of health. Signed .:-, -------- --- ^........ ........ J.. [ i ....• ` Application Approved By ....... t�.. ......... � .c _7.:/ l./ -----------------:;.._--------.._---------------�..---- --------------- --`--fie Application Disapproved for the following reasons- ---------------------------------------------------------------------- ......---------....:------------------------------- J ........................................................................................................... Da[e Permit No. 1-�" �o .2 - ............. ...... .................. Issued - - �-.. Dace --------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE QLTEr#ifi ate of Gmylinure THI IS TO CERTIFY, Th the Individual Sewa-ge D isposa rSyst��ym c©p-strutted (x ) or Repaired ( ) by......... ram,... -""` t....�`f. -f.'_ .. _................... -...... at ` ------.._._. ...._.............Installer.... has been installed in accordance with the provisions/of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. -- ._.._.-&1�1_ PP C'j P . ..-- - dated .� '?,2..'-r�........ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE s SYSTEM WILL FUNCTION SATISFACTORY. DATE------ ---------------j- /./..a-/..9&---------------------------- -- Inspector .� .. -= f" ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH lS G �� TOWN OF BARNSTABLE IeV No........................ FEE........................ his n �tl nrk� ��#r ion rrn�tit Permission is hereby granted--- _ mow? -is.........�-�. /�` ------- ....................................... to Construct"'( ).or Repair ( ) an Individual Sewage Dis,os Syste at No......I —-J----•--("-s--_---���_Icc-o-(----- -L��`I2. -: P- m ------------------------------------------------------------------------------- Street. ` as shown on;thle7plicatiot'i for Disposal Works Construction r-m•t o._9-1-61 ated 6U�� __.���. R��..., [� BoardU � ealth DATE------------E------i-- --�--P-=-�-------------•--•------------•------- FORM 3850E HOBBS 6 WARREN.INC.,PUBLISHERS ' 011- 100�, a .. No.- ----- --------- Fee----C2------------ BOARD OF HEALTH r TOWN OF BARNSTABLE Application-*rVei[ Con!6truct ion Permit �� A pl'eation is he/r�by made fora ermit to Construct ( ), Alter ( ), or Repair ( )an individual Well at: ocation — Address Assessors Map and Parcel --e_ - 1v_ - --- --- -- ---------------------- ------------------------------- Owner Address ko6,"/ 4!�" !, -------Z��---e,mo—e?1-1?1::2 9-1� Installer — Driller Ayrdress Type of Building Dwelling----- --V------�- �1---------------------------------- Other - Type of Building------------------------------- No. of Persons----------------------------------- Type of Well—— e d—/—------------------— — Capacity--- - --— -- — - — —— zi Purpose of Weil---- 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 unt' Ce ifica Co lance has been issued by the Board of Health. Signed date Application Approved By ------------- date Application Disapproved for the following reasons:-----=------------------------------------------------------- ------ — date W q 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 ( ) by------------------------------------ ------------ ---------------------------------- ------------------------ ---------------------------------------------- �i.� Ins Ile, % r at- -- -- "` _ �- ---"- -- � - ---------------------------_has been installed in accordance with the provisions of the Town of Barnstable Bo r of HPal rivate Well Protection i5rffRegulation 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-------------------------------------—--- --— - ..-a�-.;�..� ,,,,ate•-.+,cam- �„ a r�.,.� r �, ';rt`Y'Se� r+ t- 1('»ti•^"`��w4q�';..s",y;-i1•'-. r""+•+r, "`�,-�-'�---r..�+,.�'f�*('f'�,f'R"`'kF��'^"'tyre*,,butt,�t�"YZ-�r1^'✓Yty��t'�r►•,w}•.-,•,,: ,;.. . .0- 00®°' _...�... � . Fee --- � ` No. ----- ---------- ----------- t BOARD OF HEALTH TOWN OF BARNSTABLE Application-*rVe[[ Contruct ion Permit ZA pli aton is her by made for a permit to 'Construct ( ), Alter ( ), or Repair ( )an individual Well at: (� ---------- -------------------- ocation - Address Assessors Map and Parcel i. ------------ w� --- ------- ------------------------------------------------------------------ Owner i, Address- �/ i --- Installer Driller { A0firess Type of Building Dwelling----- --------------------------------- Other - Type of Building ----------- No. of Persons------------------------------________ j' Type of Well C � Capacity------------------ Purpose of Well----ZI- ,106 ----------------------------- L -- --- ——- 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 unti a Cer ifica Co - lance has been issued by the Board of Health. Signed - - o------ date Application Approved By -------_ date Application Disapproved for the following reasons:------------______________—--------------—----------- --------------- --------= -------- --------=--- - - - - - -1- - ------- -------- ------ ---- Issued Permit No.- � --- -- -- - — — ------------ • � date i - BO RD OF HEALTH TOWN OF BARNSTABLE Certifirate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by- -- ---- ---------- ------------------------- ------------------------------- - - ------------------ lost Iler at- YLIZ--------------------------- ------------ t has been installed in accordance with the provisions of the T2 of Barnstable Board of Heal rivate Well Protection Regulation as described in the application for Well Construction Permit No.V�-- 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 Me[[ CongtructionPermit e No. - ------ - 6 Go Fee-- —---------- — o ; Permission is hereby granted- !� r =j7- ----------------------- t� to Construct ( ter ), or Repair,( ) an Individ al No. Nell a : --—P - - ; � -- - - �, 1_ ______________________________ Street as shown onj application for a Well Construction Permit n (�No.- — - - - ---- —- — - _ Dated- ---� — A--- Board of Health DATE------- _ -- l KEY -:;��;. . :7.♦ .. <j EXIST. CONTOUR _ . PROP. _-----so--_._---- ''• �` ��, `'�"' Y,� � •� `�°�' • ; CONTOUR _ -�" � \ "- EXIST. ELEV. -- --so- -- -- -- 9r ............ 91.5 UTILITY POLE q \\9, .\ TES T Hu.P.PRoP. ELECT. LINE P —E_ -- --ROP. GAS LINE --E------- ,�� ;�. \.\\ ENGINEER: `\ WITNESS: Ei ELECT. PROP. - --c -- -- --•-G-- / \ DATE: FEBR1 LIN E —W-'-- -- -- PERC. RATE N 4 ' E 9 1-—� \. �O. ..` I TOP +ND \ 91.5 g'L — '' \ SUBSOIL 91.2 16p \ J\\\� OF 1' 2• TIGHT EL i \ ` J �, �� O 1 I SILT l o �: \�- \. LAVE d, R 3.5' EL �' a;.4 lF \ / •• 9� PERC. ,• \\s Ar, _ \ TEST _ IXIST_ � / I WELL_SET.aA�K.LINE j l .- t'� w COARSE I . D EXIST. \ f `� ,� //% / O�i�tc`O / 92.0 '.. . �` i ELL I , l� �i Fo�s�>l -.�\ p , \ SETBACK ! f� \� F l �i 00 i i''•' i� \\ \LINE - 6+6 /si//� �".• .. . .p v'' \� I\\� r? „ OQ- Q�OF O SF l`' /- l' \ QO O `�� Ayo / ' /�oI/�/1� /� -� :Q��_ i ;�,' \.\.• S \\`\ i i I R 1 ► p �L�Oti , ll/ r/ l� 1. \\ NO EL. WATER TH1 y<.. , �JF` / / " ,'• ,o . \\ FOUND ,(51 LOT j59�.*3-3 -' \` A = 20,071 Area \ � r------ 3r ` � r 0.46 AcresTOP O<O LB J I / 70 >t 1,`\ r ' OUNDFATO i r cop 9 � L— �\ PROPOSED SEPTIC LEACHING AREA o 1``C� MASTER SUGGESTED BY PLAN ENTITLED v `�E�C �� O Q0 I LAN SHOWING PROPOSED '� K O , i WELL AND SEWAGE LOCATIONS, WAKEBY ESTATES" PREPARED BY DOWN CAPE ENGINEERING, INC., DATED MAY \� 1 1. 1973 `.` �F1p,y , i k --' ENVIROTEGH LABORATORIES, INC. rr . MA Cert. No.: M-MA 063 449 Rte. 130 . Sandwich,MA 02563 (508)888-6460 . 1-800-339-6460 FAX(508)888-6446 CLIENT: Claude Corriveau LOCATION: Lot 65 Lauries Lane 84 Pine Street Marstons Mills, MA Yarmouth Port, MA 02675 SAMPLE DATE: 3-22-95 COLLECTED BY: Clifford Well Drilling DATE RECEIVED: 3-22-95 TIME: 9:30AM LAB I.D. NO.: E3-311 JOB TYPE: New well SAMPLE I.D.NO. 65 WELL SPECS. : 63' RESULTS OF ANALYSIS: Parameters Units Recommended Limit Result Coliform bacteria/100ml (MF Method) 0 0 pH pH units 6.0-8.5 5.32 Conductance umhos/cm 500 118 Sodium mg/L 28.0 13.6 Nitrate-N mg/L 10.0 2.61 Iron mg/L 0.3 LT 0.05 Manganese mg/L 0.05 0.025 Volatile Organics See enclosed report. EPA 601/602 ug/L COMMENTS: Low pH indicates high corrosive characteristics. Yes No WATER IS SUITABLE FOR DRINKING URPOSES F PARAMETERS TESTED. XXX Date Z Ron ld J. S ri Laboratory( irector LT = Less Than 3-24-95 8: 34 AM ;GEO PIDWATER ANALYTICAL ENVIP.OTECH 508 759 4475;# 2/ 4 ----------------- • GROUNDWATER ANALYTICAL EPA METHODS 601 and 602 Volatile Organics (GC/PID/ELCD) Field ID: E3311 Lab ID: 10244-01 'Project: Corriveaul65 Lauries Lane Batch ID: VG2-0577-W Client: Envirotech Sampled: 03-22-95 Cont/Prsv: 40mL VOA Vial/HC1 Cool Received:. 03-22-95 Matrix: Aqueous Analyzed: 03-23-95 PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (u9/L) Dichlorodifluoromethane BRL 5 Chloromethane BRL 5 Vinyl Chloride BRL 5 Bromomethane BRL 5 Chloroethane BRL 5 Trichlorofluoromethane BRL I 1,1-Dichloroethene BRL 1 Methylene Chloride BRL 1 trans-1,2-Dichloroethene BRLBRL 1 1,1-Dichloroethane I cis-1,2-Dichloroethene * 3 BRL 1 Chloroform BRL 1 1,1,1-Trichloroethane BRL 1 Carbon Tetrachloride BRL 1 Benzene 1,2-Dichloroethane BRL i Trichloroethene BRL 1,2-Dichloropropane BRL 1 Bromedichloromethane BRL 5 2-Chloroethyl Vinyl Ether BRL cis-1,3-Dichloropropene BRL 1 Toluene BRL 1 trans-1 ,3-Dichloropropene BRL 1 1,1,2-Trichloroethane BRL 1 Tetrachloroethene BRL 1 Dibromochloromethane BRL 1 Chlorobenzene BRL 1 Ethylbenzene BRL 1 meta-and para-Xylene * BRL 1 ortho-Xylene * BRL i Bromoform BRL 1,1,2,2-Tetrachloroethane BRL 1 1,3-Dichlorobenzene 1 1,4-Dichlorobenzene BRL 1 1,2-Dichlorobenzene _ BRL 1 QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS a,a,a-Trifluorotoluene 30 30 99 % 87 - 113 % 1,2-Dichloroethane-d4 30 33 110 % 83 - 117 % BRL = Below Reporting Limit. * Non-target compound. Method References: Method 601 - Purgeable Halocarbons and Method 602 - Purgeable Aromatics, 40 C.F.R. 136, Appendix A (1986). 7/ ENVIROTECH LABORATORIES, INC. >-' MA Cent. No.: M-MA 063 �� Q 449 Rte. 130 . Sandwich,MA 02563 (508)888-6460 . 1-800-339-6460 FAX(508)888-6446 CLIENT: Claude Corriveau LOCATION: Lot 65 Lauries Lane 84 Pine Street Marston Mills, MA Yarmouth Port, MA 02675 SAMPLE DATE: 3-22-95 COLLECTED BY: Clifford Well Drilling DATE RECEIVED: 3-22-95 TIME: 9:30AM LAB I.D. NO. : E3-311 JOB TYPE: New well SAMPLE I.D.NO. 65 WELL SPECS.: 63' RESULTS OF ANALYSIS: Parameters Units Recommended Limit Result Coliform bacteria/100m1 (MF Method) 0 0 pH pH units 6.0-8.5 5.32 Conductance umhos/cm 500 118 Sodium mg/L 28.0 13.6 Nitrate-N mg/L 10.0 2.61 Iron mg/L 0.3 LT 0.05 Manganese mg/L 0.05 0.025 Volatile Organics See enclosed report. EPA 601/602 ug/L COMMENTS: Low pH indicates high corrosive characteristics. Yes No WATER IS SUITABLE FOR DRINKING SES FaR PARAMETERS TESTED. XXX �Pxc4� Date Ro ld J. c4ri Laboratorylbirector IT = Less Than i t✓i T 1. �3 a� . ;t;ld iD: E3311 Lao W; l-�'•= - :;l ?ro ject: Cr,rri vea:�J65 Lai±ri ss Lane batch ID: : ;_.' , , Y lent: En.'irotech Sampled: Cent;Pm: 40ML VDA Via!/HCI Cool Receivd.- atriy: Aqueous Anal el: FARAQW? CCICENTRAT ION jug IL) Wh io; Od oorometha.ne CWL url1. � �n inv! UjUr ide t;rorr.methare B}RL LK ar cet vane ORL Tr:r_h l orot i ooromethane BRL . 1 . 1-Dic.nlorcethene 3RL s (' hylyn- t.i,1oriae BRL tr'dnS-1,? -9ichloroethene l?RL y 1 . I Di:.lr'orcethane 3t�L s , o i ,2-Di ch i oram ne r. SRLj , 1, i Trichl oroethar.a B��L arbor: ietrachleride BRA jenzonf, 0 1,2--Dickernothare W irichinrcethene '3RL ! I-Dickorcpropw Bk4 u modimormetnay.e BRL ? Chiurcethyl Vinyl Khwr- BRL cis-; 3-0ichloropropere DRL Ili nr. BAIL ' raps-1 0-0ch{oroorope6,i UK I . I . C wcr ;oroc`harle BRL Wrach l cr'opahene DK . C"o_h 1 Urowethc'3w C •, n. . .;L=t�-arl❑ ,��ra-Ry I�;rye � r.-- ' 2 U ' ' hi.�r 91 „•, Own Jpulswvpo gUORWIF COMPOUND spirro W ASLI&I, HlOW YL CAI J a,a,a j��ticuro:olz.�� 3D ;ti is . By - 1-: , ;t r, Q a Al - �_ KEY EXIST. CONTOUR -- -so --- gfl'y ��. TEST HOLE LOGS I Z PROP. CONTOUR �, ENGINEER: JAMES C. JODICE EXIST. ELEV. ......•..... 91•s i `,% ti `�� WITNESS: EDWARD BARRY / \ DATE: FEBRUARY 9, 1995 UTILITY POLE ............ U.P. / \ \ � PERC. RATE _ < 2 MIN/INCH I PROP. ELECT. LINE -E----------E-•----- By ROAD��� ; \ \,�� f r PROP. GAS LINE PROP. ELECT. LINE \9 \ �;` 'O N -W-•-----•--W-•--•-- 9�. ` / �,` R9•- v 0'�_____•-� EL. 91.1 `d' EL 91.3 i \ � 'L�,�O z ST Ro a ITOP AND TOP AND e i SUBSOIL SUBSOIL z i \ r �LOCU 2' - EL. 89.1 2' EL 89.3 �I TIGHT TIGHT \ S p SILT SILT I � /g� ��.` LAYER LAYER ° o \Fo O� 3.5' EL. 87.6 3.5' EL. 87.8 moo\ 91.2 \ ;' O�FI'G' S�\!�a\o yh� PERC. . ( - -----__ -------- / J��'' `� ••�s J TEST 1 �---- ---- -- CLAN LOCATION MAP (NOT TO SCALE) CLEAN COARSE ; �" o. 1.4 / •' .F� i COARSE SAND ' <��J ' SAND ASSESSORS MAP 27, PARCEL 100 I { ZONING DISTRICT: RF V� / ,- :: \: G• "-���` MIN. LOT SIZE: 43,560 S.F. _EXIST_ AQK_ E-�L� 1� u OP j-2 p�. :: ,y' \� ! I MIN. FRONTAGE: 150' - O ': i \.. . 12, 3 EL. 79.3 i m a `CFO°s ��• o¢ .. MAX. BUILDING HEIGHT - 30' T SETBACKS: F l� �;'o`�a� ��' ��-..• •- 5�° "`_'' �� --- OUND FRONT = 25' EXIST. r 14, EL. 77.1 WELL tc: , 6 O �/ /� / / �'�' :QeO :S(' �\ \ `�`` NO _ ' - ,. .. .�'' \ WATER SIDE - 15 LINE , , e Q�� l O ---� o� I p/�l ! �.`� FOUND REAR - 1 S \ �° 1° , o ! �'� FLOOD ZONE C, PANEL 250001 0015 C ` �� �� ` \ \ REFERENCE: PLAN BOOK 272, PAGE 92 i r TH1 91.1 = J C G�p SEPTIC DESIGN: \` \� ? _QE1 HMARR ! T __ _- (NO GARBAGE DISPOSER ALLOWED) Q LOT 65 t \� jTOP OF CONCRETE I DESIGN FLOW: 3 BEDROOMS (110 GPD) = 330 GPD ty \ ;![BOUND AT EL. 90 77; ' / `�-� Area = 20,071 sq.ft t� \` ----- ___ ! s 0.46 Acres 9^.Z\ TM �;' � �_ 4 \\ a, SEPTIC TANK: 330 GPD (1 .5) = 495 GPD 6)-� 91 3 !o . `\\, USE A 1500 GALLON SEPTIC TANK �, ( \ CO , ` _ us I I *I __ 150, a -' ;i LEACHING: i SIDES: 10 -rr 6 (2.5) = 471 .2 GPD �O PROPOSED SEPTIC LEACHING AREA a gCK ; P AS SUGGESTED BY PLAN ENTITLED ,� 9 s I / • __-_-- - BOTTOM: 25-rr _ 1 .0 - 78.5 GPD r' "MASTER PLAN SHOWING PROPOSED I _`" -_ � L., 10•, ; TOTAL 267.0 S 549.E GPD WELL AND SEWAGE LOCATIONS, WAKEBY ! � I I , G / ESTATES" PREPARED BY DOWN CAPE ENGINEERING, INC., DATED MAY 1, 1973 i WEEP USE AN H10 6'x6' PRECAST CONCRETE LEACHING PIT 10' WITH 2'_Or STONE ALL AROUND. 173.49 !i NOTES: ----- °� 1 . DATUM IS ASSUMED FROM COTUIT QUAD. MAP. LOT 66 2. MUNICIPAL WATER IS NOT AVAILABLE. 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H10. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN FOR PROPOSED WORK ONLY AND NOT TO BE USED BREAKOUT: FOR LOT LINE STAKING. TOP OF LEACH PIT IS LOWER THAN THE 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LOWEST POINT ON THE LOT. SEPTIC PROFILE SITE AND SEWAGE PLAN (NOT TO SCALE) FOR PROPOSED DWELLING ON LOT 65 LAURIES LANE IN: T.O.F. AT EL. 92.8 BRING COVER TO WITHIN mARsTOONS MILLS B AR 1 YT S TABLE MA 1' OF FINISH GRADE BRING COVER TO WITHIN =_- -- =-  == = ---.-. �-_ _-=--- -- ---- off 508-362-4541 1 /-1' OF FINISH GRADE PROPOSED ,:� �� PREPARED FOR: fax 508 362-9880 INVERT AT (EXIST. EL 91.7) MINIMUM 1' OF COVER OVER PRECAST EL 88.6 ! (Exist. EL. 91.1) T - ---- CLAUDE CORRIti' EAU down cape engineering, Inc. 88.60 89.44 _ FOR FIRST 2'EL 2" PEASTONE ILA 1� SLOPE (H10 DB3) / 20 0 20 40 60 Feet PROPOSED 1500 �( (H 10) I EL_88.59_ -- CIVIL ENGINEERS . 1 f GALLON SEPTIC !�8s.,1 TEE 19� sLOPE , t 1 88.36 L I �� °000 SCALE: 1 =20 DATE: FEB. 16, 1995 I LAND SURVEYORS TANK (H,o) - °o°o °o°q:. --------..� --_-/ o�O 87.83 op o 0 0 6.x6. op o 0 0 L_ 88.00 nOnn^Op °000° LEACH 000° 2% SLOPE /� opO0 PIT I pppfO 939 main st. yarmouth, ma TEE SIZDEPTH ES FLOW = 4' 87•5� 9oaoo° (H10) 000°. ,�'j INLET DEPTH = 10" / °0000 , o°piO MiN. s" CRUSHED ° L_-______ � 0000 o EL. 81.59 OUTLET DEPTH = 19" STONE UNDER 000 -- 2,, •„ t D' BOX 10, Ao --�----- 1 I 4.49' l7f AA)F. _ CLEAN WASHED-/ 1 Area. STONEi� a. SUITABLE SOIL AND NO GROUND WATER AT EL. 77.1 1 C�jF ;4 k •_. yt BOARD OF HEALTH '� ktu•;'�;•.}r �1� f.A .r .' ln BARNSTABLE 0 MA_ � ' FOUNDATION- 12' SEPT IC TIC TANK -- 1 1 ' - D' BOX --_ ---- 10' -- -- ----- ��= tiA, P.�'., P�� DATE APPROVED DATE _ LEACHING Ln FACILITY ARrJ: rn S A•}may �r � _ ,• T