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HomeMy WebLinkAbout0100 BAY LANE - Health L100 Bay Lane, Centerville A= 186-035-001 — No. 42101/3 ORA d'e 0 ESSELTE 10% (* O 0 0 0 20350.eas . 0.3--04— 1. 99 f e 03 = 5S EASEMENT I We, GEORGE L. DURFEE, ALBERTA M. DURFEE, and MELISSA ANN DURFEE, all of Grafton, Worcester County, Massachusetts, (hereinafter referred to as "Grantor") , in consideration of $1 . 00 paid, grant to JOSEPH E. MCATEER and LINDA M. MCATEER, individually and as trustees of The McAteer Family Trust, under declaration of trust dated December 30, 1993 , recorded in the Barnstable County Registry of —! Deeds in Book 9110, Page I5G of 68 Walker Road, Swampscott, Massachusetts, (hereinafter referred to as L� "Grantees" ) , e%ctorj with QUITCLAIM COVENANTS, the perpetual right and easement, as appurtenant to the Grantees ' land located at 100 Bay Lane, Centerville, Massachusetts, shown as LOT 1 on a plan of land recorded in Plan Book 383 , Page 6, and Lot 5, Land Court Plan 9403-J, to construct, re-construct, maintain, operate, repair and remove septic tanks, distribution boxes, pipes, shut-offs, service boxes, and such other equipment and j, connections thereto as may appear to be necessary and advisable for the transmission and distribution of sewage by the Grantees in, through, over, under, and upon the following portion of the Grantor' s land, shown as Lot 2 , on a plan of land recorded in Plan Book 408, Page 93 , bounded and described as follows : rn 7 NORTHERLY by land of Grantees, in two courses, one hundred eighteen and 66/100 (118 . 66) feet; I� SOUTHEASTERLY by remaining land of the Grantors, eighty and 59/100 (80 .. 59) feet; j SOUTHERLY by remaining land of the Grantors, forty- eight and 28/100 (48 . 28) feet; and I � SOUTHWESTERLY by remaining land of the Grantors, twenty v and 46/100 (20 .46) feet d Containing 2, 480 square feet, more or less, and being shown as R.O.W. EASEMENT on a plan of land entitled "Plan Of Easement In Centerville BARNSTABLE Mass . , For Oonagh Conroy, Date: Aug. 16, 1985 , Scale lIn. = 20 Ft . , Eldredge Engineering Co. , Inc . , Reg. Civil Engineers & Surveyors, - 712 Main Street, Hyannis, Mass . " , which said plan is duly recorded in the Barnstable County Registry of Deeds in Plan Book 408, Page 93 . Said land being a portion of the Grantors ' land shown as Lot 2 on a plan of land recorded in Plan Book 383 , Page 6 . 1 _ �I --------------- Hui PAU at Alu 20350.eas Ellt< = 1 OG:D— G 149 11239 For Grantors title, see deed from George L. Durfee and Alberta M. Durfee to the Grantors, dated November 5, 1993, recorded in Book 8876, Page 001 . See also, Certificate of Title No. 131, 950 . For Grantees title, see deed from Joseph E. McAteer and Linda M. McAteer to the Grantees, dated March 3 , 1994, recorded in Book 9110, Page 249 . See also, Certificate of Title No. 133316 . i WITNESS our hands and seals this 7 day of February, 1997 . Georg1b L. Durfe t 1 Alberta M. D rf e Me issa Ann Dur ee COMMONWEALTH OF MASSACHUSETTS Barnstable, ss . February,�Z7 , 1997 Then personally appeared the above named George L. Durfee, Alberta M. Durfee and Melissa Ann Durfee, and acknowledged., the foregoing instrument to be their free act and' 06$d" before me Notary PublicOr jr ,� •• My commission expires : My Commission Expires August 1% 169, SARI-kJADLE COUNTY h FGIS?b+r'OF DEEDS A n�riuE%�!-,Py,ATTEST 2 JOH'N!F.MEAGE.,REGISTER BARNSTABLE REGISTRY OF OEFOS 1 AlOWN OF BARNSTABLE �1 LOCATION 1�® ASEWAGE # . eel "�Z7 VILLAGE Gtih7�/'l�1' l� ASSESSOR'S MAP& LOT A - INSTALLER'S NAME&PHONE NO. D/ ` SEPTIC TANK CAPACITY � 6od G4 L LEACHING FACII.TTY: (type) Fir L (size) iA X V-0 X e NO.OF BEDROOMS BUILDER OR 6W�NE PERMTTDATE: �!97 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 j3 ' r yo' a� r r No.�, - b a�, Fee Igo THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Application for Migpog t *pztem Congtruction Permit Application is hereby made for a Permit to Construct( )or Repair(-4an On-site Sewage Disposal System at: Location Address or Lot No. Owner's Name,Address and Tel.No. *I DO 13A4 �4 - IM&P4 7d- WA r-M-'19-, TIL Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. ®role "PA-Xl mrrL i. 4 6F 1Aa- 7 ,.�t A, Type of Building: Dwelling No.of Bedrooms 13 Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 (' gallons per day. Calculated daily flow _S io gallons. Plan Date -Toy-. 4 ,1014 L Number of sheets t Revision Date Title eitM PLA44 kr k Description of Soil 0 0.1 O'L E D,Z-D.J 25 &S - i y 6 e4,94 J A4&-;0.W-YM SAA10 Nature of Repairs or Alterations(Answer when applicable) AsAAbo4 �p gy,1 `Tle LeA--,;Aa& Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu t ' oar#of Health. Signed Date Application Approved by Application Disapproved for the ollowing reasons Permit No. ?,(o_ t- Date Issued H -A5__ 9( No. Fee !po F' THE COMMONWEALTH- MASSACHUSETTS PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplitation for Migogal *pgtem Congtruction Permit Application is hereby made for a Permit to Construct( )or Repair(v-<an On-site Sewage Disposal.System at: Location Address or Lot No. Owner's Name,Address and Tel.No. # DU 13A� JOW4 >y- McA MU-9-) .7;L GEi ) 6,0 bV,dl.�Gb-n— ej rnQ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Apt/4�� % �JeA-Z.-AA . ) 7.2 ?_3 .o Type of Building: Dwelling No.of Bedrooms Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 330 gallons per day.- Calculated daily flow 'Sk gallons. Plan Date oV 4 , lgei L Number of sheets i Revision Date Title 55 iA" AT IL I ca -?StMA 1.4, Ca- i Lei r- t— j� U TMOL,Tf?t+ZTf3E Description of Soil 0-0/ D, 04-D•Z E O•Z-O• C CLt=dAj A4WJj0YM S4At)i Nature of Repairs or Alterations(Answer when applicable) 4s4Ab-P- )Qz� &isrlie PIT 4 /N,5TAL_ A&W /2 Ie 4o, I-efug Jri6Zn! Z - R�k�J Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu b t • o of Health.^ , Signed Date Application Approved by Application Disapproved for the ollo wing reasons { Permit No. 1 - L Date Issued �� ' 96 j � 3 THE COMMONWEALTH OF MASSACHUSETTS j PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Certificate of Compliance - - THIS IS TO CERTIFY,th t the n-s' Sewa a Disposal System installed( )or repaired/replaced( )on yJ/,�1 fl/'�d / G4�5 for as //'if 101 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - Z dated Use of this system is conditioned on compliance with the provisions set forth below: --- (O (�/� 0c y Fee No. 1 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS I=i!5pogal *pgtem Cougtruction Permit Permission is hereby granted to to construct( )repair('x j an On-site Sewage System located at j n �y�e✓ and as described in the above Application for Disposal System Construction Permit.The applicant re ognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. C All construction must be c;mpl {ed within two years of the date below. Date: '7 Approved by 1l/ � j i I BAXTER & NYE, INC. Professional Land Surveyors and Civil Engineers 812 Main Street •Osterville, Massachusetts 02655 Tel. (508) 428-9131 FAX (508)428-3750 WILLIAM C.NYE, P.L.S.-President PETER SULLIVAN, P.E.-Vice President-Engineering RICHARD A. BAXTER, P.L.S.-Vice President March 12, 1997 Mr, Jerry Dunning Town of Barnstable Board of Health P.O. Box 534 Hyannis, MA 02601 Re: McAteer- 100 Bay Lane, Centerville Dear Mr. Dunning: Enclosed please find two copies of a revised septic upgrade plan and a recorded easement. Please substitute the plan and easement with the plans in your files under Permit No. 96-624. Should you have any questions please feel free to call. Very truly yours, Baxter&Nye Inc. Richard A. Baxte Vice President Encl. cc: Joseph McAteer RAB/slg MEMBERS OF CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS I /TOWN OF BARNSTABLE LOCATION `� SEWAGE # 7 VILLAGE �% ,�i� /' ASSESSOR'S MAP & INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY boo G4 L LEACHING FACILM: (type) F'r L d (size) NO.OF BEDROOMS BUILDER OR� PERMIT DATE: �� COMPLIANCE DATE: aC 7 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 Feet on site or within 200 feet of leaching facility) .� Edge of Wetland and Leaching Facility(If any wetlands exist /Q t Feet within 300 feet of leaching facility) Furnished by 0 33 d l7' /D i7 3 J 1 IP o, yb'6 5/0' i I CS/OH EL 7.21' nib Sr /�flA tom. /�144\J AID 7— C4-LF— �Q.ckYv\ 362-7647 V-j c� 4 1 s s 1 31 A&$ EXTERIOR SPECIFICATIONS PROGRAM WINDOWS, DOORS, SLIDERS, Sr1YLi%'_"".H7*S JOB-- -------- SHEET NO. Roofing Rough Openings IT Sheathing PapAr Sym Qty U!:!�i�t Ps I Width X Heigh CALCULATED By DATE CHECKED 13 Siding(s) • -SCALE Exposures 77* .............. 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DATE LIM-- OF CALCULATED BY CH CKED BY DATE SCALE ---------------- 6A IAA tiff -7 71 44 ----------------- 7 --------------- ....... W 44r- F——14 r7Rau -77 I Alc. 64� • VT CA'I CH 77- I r " + ! ! I � I ) I � i � I I _ � I ( { . I' j _ .h �r _ ._._ I� � - -i - ._I � 1 � � -I E 7 "AA JOB_ SHEET NO. OF�— _ — i CALCULATED BV rL1 DATE-- _._--^— _ CHECKED BY� U—'-----_.__._'___/�DA E SCALE_ : : r II I _ +__._....' : i + r I , i I � �• � I � I � I � e I - _ I I 1 I ! I , I I I 1 I , .v= r_. I I I I I I ��.,_�..� i I ! I " jj I i i I i I I I t ,i I I i : — I i i I I 1 , I : I ' j I i i I I I I I � I I i _ I : i 1 I" I i V�i�-1 i .._ �..� I + i. " i f i i I I I i I � i j _ . ! I � i S' � ;1 _ i J L. I i i { i I _ l , t.N I i I I I i /G�,, _ rs , i I -r i i I I , ( G JOB---- SHEET NO. OF — CALCULATED — AX L V. _ �U� ' � Gay CALCULATED BV DATE—_ -- �! CHECKED BY (! "< D AT E__- SCALE O^ I � I I . ........... ------------ T _ I - I I , � I I. �Gf 577IV .- i N : ac z I I f i f /V v LV c9 t�X I I — E � ' f 3d84Xr S k/3 716 k13630 APE- �wFi3o k/F/<3D ,sZ�C F�2fo�. •• �— `� I , -- -------------- __--_...__-.-___ _- � ktr3a 3fp 1,�1��3G7 --` _ - /?� Ev 3 !oR •eo ! _ _ f I I I , I i f I i I i I I p I ' I I JOB_W� OF �-�i Io,i,� I I I IIil �--i'II1�tI(IIII-i('jI IIiI III .-p-- -vtit�'I i l II`�is--_- .-J�_��I�i�I—IIl.�._�.-_—.--.IJ_.- iIII SHEET NO. 'LATED BY CALCU DATE-1-6 - CHECKED By DATE 1-0 WINDOWS, DOORS, SLIDERS, SKYLIGHT'S T-T I S&V UVV/7� Unit #'s If-7 _ j T ---- -------il I've I S� oo, Aw 3.S x (oll Ae . �_,­�: -- —-- ` — i I I I 7_1 F-7-7- _J� 4 ......Ar Vv ............. 14"y 0- C4 14-6 Z All-.-�!,ug 7' --------—------ (p 9 C644 +LAN". 4,AJ J ry v 100 t/ 7' F-1 cT_--Y-II'1II_ji-It, 77, _ � I ---I . I _�. ( I i I j I ._ I _- Y � � I_. L_ i I �:: . I` I 'j I � I I i I: � � i I I _ , 17-7 -]-,1 7 - - - —r- —- ------ I I � , ! Boa _ _ l I i j oy LCULATEn BY DATE — I I • I 1 �— »,.l I � � i � � i I � I vl � i I '{�F��� .. ��� �/ , CHECKED BY DATE SCAl � ii � • l iI I I o � I I i I ! I 1 ! I _I I IFL_XvL�Q'- Z U, I ! , : ti y_ I � I I I • i I _ I � i � I I I :'��! ) I � a � ( � i j � I �;:, �_ -I. •_ __ _'_ _-1_ _I. ,+ � _ _ _i _ _ �. S '/_x _ _ I _ __ i.. __ _ _I �, I I s s I � � 1 tic, /—�-�•`��" I � t i ! I ; 1 I _ 9 1 I • I I ! _. ,/ 1 /J y�7�/�q / I • III : i�� Wl : i 1 f I I Z , I , OTI I i1 i I I i I s I I I _ 1 IL W a ' � 1 iG I , 3_ _ _ • C6 !.sn,A6 S 7-6 . ! (///�JL�1 I ! I I 1 i i i t . i• � I i i I -; I -- - � - 1 - : � ! � � I � I , ! j I I o Bay �. w on •: r 'a. FF EL = 14.6' o ti: raigvl TOP FND EL 12.7, Puu"F Beat E- G. = 11.6't , EXISTING GRADE 12 + • Landing —B NEW LOG • ii s' s D OX NEW OF TEST HOLE 4" SCHED 40 D—BOX 0- a �, 1 28-96 10.5 n: EXISTING PERC RATE: < 2/ MIN/INCH (ASSUMED) 10.3 1000—GAL 9.9' 2"-1/8"-1 2" STONE `SEPTIC TANK I 10.1 9.5 9.1' 3/4 — 1.1 '2 DOUBLE WASHED STONE.., _ ,, / TH 1 C ER ILL s ' BOTTOM EL = 8.6' - 1 BEDDING AS 9 3' DEPTH ELEVATION BEDDING AS I PER TITLE 5 m PER TITLE 5 { 12' 0', .4; 0 0.2 7.2' E 43' t 2.5' 52' 2.5' 5' f ;n ' g 1 I : 0.5 6.9 LOCATION MAP C HYANNIS QUADRANGLE CLEAN MEDIUM SAND0 SCALE: 1:25,000 3.8' 3.6' GROUNDWATER ASSESSORS MAP 186 PARCEL 35-1 C ZONES: 5.0' 2.4' NO WATER AQUIFER PROTECTION OVERLAY DISTRICT DEVELOPE D PROFILE OF PROPOSED SEPTIC SYSTEM _ ZONING DISTRICT.: RD 1 MINIMUMS M MS NOT TO SCALE AREA = 43.560 S. F. FRONTAGE = 20' WIDTH 125' FRONT SETBACK = 30' SIDE SETBACK 10' REAR SETBACK 10' BUILDING HEIGHT '= 30 (OR 2.5 STORIES IF LESS C 1 FLOOD 0 E Z N S All (EL 11) Ec C _ FIRM COMMUNITY PANEL " SEPTIC UPGRADE No. 250001 0016 0 REVISED: JULY 2 1992 DESIGN DATA AS SHOWN ON THIS PLAN G - C-2 SINGLE FAMILY _ 3 BEDROOM NO GARBAGE GRINDER DAILY FLOW = 3 x 110 GPD = 330 GPD USE EXISTING 1000—GALLON SEPTIC TANK APPLICATION AREA REQUIRED. 330 GPD — 0.74 = 446 SF B-7 NO SIDEWALL AREA ALLOWED WETLAND DELINEATION BY FUGRO EAST, INC. APPLICATION AREA DESIGN: LEACH FIELD 12' x 40' 480 SF" � FLAGGING DATE: 10-18-19 96 plc. ,, .: FIELD LOCATION DATE BY BAXTER & NYE, INC. C—4 ,_ , 10-29-1996 AL B-6 6 BORDERING VEGETATED WETLAND JIL C-5 B-5 '�I�S►. BORDERING _ / VEGETATEDC 10 ' WETLAND C-6 1k B-3 Q- AL C-9 3 -NA l q M �6 M1 o NE N i - ._ - �- D c 8 N _ ,�• U R F E E I B-1 / i B-2 Y a 180.47' CBDH FND J 8 <' / EL = 4.26' 6 CB/DH FND S 827581 40w EDGE OF LAWN EL = 6.13' E L 0 T 1 sTI< SET 26,025 S. F. 10 7.81 \ cn A-8 0 / of .i: A-9 AWNci N O W / STONE DRIVEWAY m A-7 ABANDON & FILL '. EXISTING LEACH PIT TEST HOLE Ic a � p o) �---- 1'b0 , . a• ' � CB H D EL _ © 721 Jcv EXISTING � SEPTIC ' l / a, 2 TANK 6 DB V G� ISOLATED A-6 VEGETATED •5 GP N 'I C1C' , WETLAND 5 \� ti .g CD P` O o0 S - �'L N n \ _ 12 +�O 0 6 LAWNkA- \y P LAWN A-5 ( 0' l �o \ �'y \ BOTTOM G�G� \ OF SLOPE SO .a O. P > , . Y ,5 I t / DB , \ o CHIMNEY w Vol. � � � S 76.30 43 a• ' 4, 'r? I EXIST LAWN g4,50 \ N 88`iS t W 84.0 p DE �� 8 AL 10 _ - - STONE BOUND T D i2 14 16 78 FOUND � l l 12 1 PROPOSED ADDITION { t O 1 to 16s x 22• — 6w ,.. —� PROPOSED PATIO -r 14 � 2 14 x 14� 1 S7S� •07w fin , t '�,. o REMOVE WOOD DECK 16 �-.�, e E ASEMENT A-3 \ c�` PLAN BOOK 408 PAGE 93 Ic 10 o � _ '�\o r B to 2 A-1 'o N � A-2 OP. 'i N N N D U R F E E , SITE PLAN f i AT x _ 100 13AY LANE • CENTERVILLE MASS. bt 6 FOR N1 9 g,7 JOSEPH McATEER TRUSTEE �A ? 6'0. ?o REVISED: J v o, ANUARY 6, 1997 SCALE: 1 20 NOVEMBER 4" 1996 C 9 B T AX ER & NYE, INC. ti 812 MAIN STREET F -0STERVILLE, MASS.," 02655 (508)-428-9131 i GRAPHIC SCALE 20 0 10 20 IN FF.E'r 1 _ 20 inch ft. OF tN OF 4 RAER PETER G IlN aRxrEA a SULLIVAN �+ vo ZW48 NO 291,33 y � IL SEE BOARD OF HEALTH PERMIT 96-624 u1sz - T� I SEE DEP SE3 3108 96139 I yyG)(S T'E02.D M I i Bay co - ' � -- `\ ;• cam, ., - - • - - d - o . �• - - \tVll • FF EL 14.6' � o •• •°.tip� h` . ,,.�:.. all vi o ' TOP FND EL 12.7' • ` 8vi1 E. G. = 11.6't Public B-c --__ EXISTING GRADE 12 + Landing _ NEW D-BOX LOG OF TEST HOLE S' S NEW D-BOX MA •�n ., , 4 SCHED 40 10-28-96 ::. 10.5 ' EXISTING PERC RATE: < 2 MIN INCH ASSUMED 4r 10.3 / (ASSUMED) 2 -1 8 -1 2 STONE a 1000-GAL 9.9 .� , ,, 9.5 3 4 1 1 2 DOUBLE WASHED STONE SEPTIC TANK 9.1 / / NE TH 1 9.. _ C L'R ILL BOTTOM EL 8.6 : . .•off . . BEDDING AS 9.3 DEPTH ELEVATION �9 BEDDING AS I PER TITLE 5 , - PER TITLE 5 1 12 0 . �j4, 0 I 0.2' 7 2' E , 43' t 2.5' 52' 2.5' S 0.5 i 6.9 B LOCATION.MAP I N I OC H CLEAN MEDIUM SAND YA N S QUADRANGLE ; SCALE 1.25,000 3.8 3.6 GROUNDWATER ASSESSORS MAP 186 PARCEL 35-1 C 0 ZONES: 5.0' - 2.4' NO WATER - AQUIFER PROTECTION OVERLAY_DISTRICT { DEVEL OPED PROFILE OF PROPOSED SEPTIC SYSTEM _. ZONING DISTRICT. RD 1 MINIMUMS 1 NOT TO SCALE AREA = 43,560 S. F. FRONTAGE = 20' WIDTH 125' FRONT SETBACK 30' SIDE SETBACK 10' REAR SETBACK = 10' I BUILDING HEIGHT = 30 H H (OR 2.5 STORIES IF LESS) I All ES.FLOOD 391�> 0 1 _ . ZONES: (EL 11) Ec C FIRM COMMUNITY PANEL: SEPTIC UPGRADE o. 25000 N 1 0 016 D " REVISED: JULY 2, 1992 DESIGN DATA AS SHOWN B-8 ON THIS.PLAN SINGLE - C-2 FAMILY 3 BEDROOM NO GARBAGE GRINDER OW DAILY.� FL 3 x 110 GPD = 330 GPD USE EXISTING i 1000-G N ALLO SEPTIC TANK ' C-3 ED: REN APPLICATION AREA REQUIRED: - 446 SFQ R 330 GPD 0.74 = B-7 NO SIDEWALL AREA ALLOWED WETLAND DELINEATION BY FUGRO EAST, INC. APPLICATION AREA DESIGN: r LEACH FIELD 12' x 40' 480 SF FLAGGING DATE: 10-18-1996 FIELD LOCATION DATE BY BAXTER & NYE ' INC. 10-29-1996 C4 r B-6 6 BORDERING AL ,.VEGETATED WETLAND ` �lllc. B-5 4 BORDERING VELETATED gills WETLAND C-10 / C-6 �. .� B 3 AL 9 N/p l 6 AM o N IN � � E N 1 D U R F c— 7 ca _ E ' ' B-2 a CB/DH FND 80.47 #' EL 4.26 6 CB/DH FND EL 6:13' S 8 �--- 2 58 40„ E EDGE OF LAWN = j L 0 T 1 sTK >/ SET EL , 10 7.s1 26,025 S. F. v� A-8 o A 9 LAWN N n I O " W O a STONE DRIVEWAY m . A 7 f ABANDON & FILL TEST HOLE EXSTING LEACH PIT I AL�''f W 1� EXISTING © EL 7.21 SEP11C 2 D B C' i TANK 6 4, ,�, , . A V v ; ISOLATED A-6 GE • ` Q_VE TATED . G N ¢¢ LAWN WETLAND d . •( C� O S o0 UN S F co 1 � S N rL• , I S O t^\ 1� LAWN \y p \\ 1:6- � l � � LAWN � A—s \ oy BOTTOM 2 50• > GQ` G� CHIMNEY \ SLOPE � o. OF SQ P > �. �. DB W . cr I- l 3 �na 5 76.30 43 I �• $ S 0' EXIST LAWN g4.5 N 88'151. W 64,0 14 DE 10 2d•,lG o f X g STONE BOUND 1 14 16 18 \ � , i I ' FOUND _ 12 1 P\ ROPOSED ADDITIO EL `= 6.65 I N . i o N 16 x - 6 22 o PROPOSED PATIO' -�.� 14 1 2 S 7 0\ ��_ $� w to , 14 x14 10 ~ '. REMOVE woo 1 s E A S E M E N T v D DECK ems\ •28' A-3 \ ra PLAN BOO 10 o w K 408 PAGE 93 8 Z , �? I o N 0 A-2 0 o c0 N_ -r N o4 NI D U R F E E l ` SI TE PLAN AT 1 U0 BAY� LANE , -r CENTERVI 9 LLE, MASS. De fp _FOR • r o , .� 5 9� JOSEPH McATEER TRUSTEE� S � �A v oo. REVISED: JANUARY 6 1997 9 SCALE. 1 20 NOVE MBER 4,_ 1996 f B q AXTER & NYE, INC. N ` 812 MAIN STREET F OSTERVILLE MASS., 02 655 508 —428-9131 GRAPH IC SCALE 20 0 10 20 40 80 IN FFMP'r 1 inch - 20 . tH OF 4 P'HARA A. PETER G � BAxTER SULLIVAN N u �+ > Vo 24W8 t�IO.2 �s 33 t� 4 CIVIL' FQ � a ( S SEE BOARD OF HEALTH PERMIT #96-624 SEE DEP E3 3108 S - 7� V 96139:K (SITE02 DwG-) � ii