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HomeMy WebLinkAbout0030 PENELOPE LANE - Health 3O-Penelope Lane Cotuit A= 039 — 049 w i I �: Mf 1 vG- � � r � �l � � O r v G G �, > � -r � � U � 'i o � -+ � � � - .s � � --� U u � -� �� Z 5 �, 3' 1� ! � � -r� �o ---� -` � . � a �, �"� c � G � �p � � G � s o � � � � 1 H�, `� c / j N TOWN OF BARNSTABLE LW SEWAGE# LOCATIONS S� ��v��.�0,n�I VILLAGE ��- ASSESSOR'S MAP&PARCEL C C t INSTALLERS NAME&PHONE NO. tEk\L $mry°m 7ZCr� QC3 j SEPTIC TANK CAPACITY le!'GG LEACHING FACILITY:(type) At Mjg G (size) S00 NO.OF BEDROOMS OWNER PERMIT DATE: kZZ&ZA COMPLIANCE DATE: D Separation Distance Between the: Maximum Adjusted Groundwater Table to the 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 z � W s D � Z i m W O w n 00I Gj W r �o 0 No. O ��� 4 , Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 2ppfication for Me;p0al *p5tem ConZtrurtion Permit Application for a Permit to Construct(-X Repair( )Upgrade( )Abandon( ) ❑Complete System 0 Individual Components Location Address or Lot No. 3 D�ettiv�p R` i, A,. t, Owner's Name,Address and Tel.No. l C ( 1 S• v.�uS S a c GJ O St)`d-4t6� Zl7tt Assessor's Ma /Parcel ® ® �A�� ►1 / C`1` 1k �¢y�9 t Sotc Z t^&- ', H ,4%l Installer's Name,Address,and Tel.No. 5P&776— Designer's Name,Address and Tel.No. 157 3 lAkt--k- s-V, /n* Type of Building:64C S'Tt.0 EA)S P.On ZI �>tlQS� °M►b l : Dwelling No.of Bedrooms `I Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers(✓) Cafeteria( ) Other Fixtures Design Flow `140 yPn gallons per day. Calculated daily flow arrn gallons. Plan Date `I•Z S.o 4 Number of sheets 1 Revision Date Title -SA4Ln pa in, c-2 JS&A.-+CJ�6 a Jft.y-+ Size of Septic Tank tlSoo qat. Type of S.A.S. Description of Soil 1..p a....� wed QQ1QAAd 2•—t r to l iOA wJ M LrA te,--?!T C�4��JIM Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the constructi4andintenance of the afore described on-site sewage disposal system in accordance with the provisions of Titl ofthe Enal Code and not to place the system in operation until a Certifi- cate of Compliance has been issu y this oard Sizied Date dik, Application Approved Date Application Disapproved for the following reasons Permit No. c)��f`��'� Date Issued i.C'if^ `�.+` ''....,n._`+r+w-�„�' .l Y• 6.c.'..ww-s`......a• .., 't. �f..r�,r-., • -.t..- • , ♦-s Y ` T y ' ���'�''� r --. No. L7��`r' ..� E i a . F Fee :THE.COMMONWEALTH OF MASSACHUSETTS "w` -Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Y Z[pprication for Mig ogar *pgtem C, 5truction hermit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) VI Complete System ❑Individual Components j Location Address or Lot No. 3 0 y���u n` , p v. G, Owner's Name,Address and Tel.No. i f J�1 / Assessoiaaf arc© I .A �' / lE, e r.e�y } S A S�, H .3�'JJ tt�� 'Z u Z Z (.i vnn�5 Installer's Name,Address,and Tel.No. J"&77(� Designer's Name,Address and Tel.No. � y eIL n.ct+ O' Type of Building:���� S�fuEJJS P�I'll 'M'A9-S\W VLX% % Dwelling No.of Bedrooms Lot Size zs sq.ft. Garbage Grinder ` Other Type of Building e s�deg t �t _No. of Persons Showers(�) Cafeteria( ) Other Fixtures �U ti Design Flow 0 C,P I-) gallons per day. Calculated daily flow. F b o gallons. Plan Date Number of sheets l Revision Date Title SiActoOnLD 3u Qf= -Size of Septic'Tank 0�w ciao . Type of S.A.S. °�. Description of Soil laa Q_W+1 \PA- A , So-v.ot a t C, Cuorva c So.,a.cl i y• �r , Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and intenance of the afore described on-site sewage disposal system in accordance with the provisions of Tit Ao .the Environm al Code.,and.nlot to place the system in operation until a Certifi- cate of Compliance has been issu b Al y t is oard o Healt Sig 1 _. f Date 0 66 Application Approved b� Date Application Disapproved for the following reasons Permit No. l -_OLJ— L/as� _ Date Issued �' )IT ,c LA THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by 5�Z 4)S. at 3 a Pic Q,lm-D Q� l.AAi--P_• has been constructed in acpcorrddance with the provisions of Title 5 and for Disposal System Construction Permit No. r dated r it 16"1' Installer +`S Designer The issuance of this permit sha, not b'/�onstrued as a guarantee that the�s ste w l unction as designed. Date Inspector r __ p a�� �---,----- --=-, --- — —_-- Fee d � No. ry THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS %izpool *pgtem Con.5ttuction j3ermit Permission is hereby granted.,to Construct X)Repair( )Upgrade�( )Abandon( ) System located at 3Q `�Q h��a Q_ C. to t- m d 14 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date©f th pM�� T )IT)oq Date:_ Approved by IY _ _ 05-13-2007 21:10 THETILEMAN 5084204267 PAGE2 Town of Barnstable Regulatory Services Thomas F. Geiler, Director BnwvsrABL., MAM. g Public Health Division TECMd.+° Thomas McKean;Director 200 Main Street, Hyvnnis;-MA 02601' Office: 509-962-4644 Fax: 508-790-6304 Installer & Desi rner Certifieation Torn Dote: 5l) o Sewage Permit# Assessor's MapTarcel 03q o q Designer: rine + 0`Qei it., Installer: Cet C _ Address: M13 Main Ro Go ,IL 61 Address: re u,54cf MA- On _ was issued a hermit to install << (dale) (installer) septic system at 30 ba ed on a design drawn by (address) enM2 01 Qz;lil e. _ dated 0 10to�03- (designer) - V/ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. (See attached letter) I certify that the septic system referenced above was installed with major changes (i.e. Treater than 10' lateral relocation of the SAS Or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. SbipUut (I I'required) was inspected and the soils were found sati ctory: - N OF p,�gSsyr LINDA j. ti PINTO nstallcr §:Siena ore) " CIVIL i No.465 04 �Ss�aMA (Ucsigncr's Signature) (Affix l)esi mp llere) PLEASE RETURN TO BARNSTABLL++' PUBLIC,' HEALTH DIVISION. CERTiFICATF OF COMPLIANCE WILL :NOT BE ISSUED UNTIL BOTH 'PHIS FORM AND AS � BUILT CARD,ARE RECEIVED BY THE BARNSTABLE PUBLIC H 1+:ALTH DIVISION:, THANK YOU. Q:\Septic\Dcsigncr C:crtification Form Rcv 03-09-06,doc I 4 2 7'-10;1/2" -- 6-0., 3/8`= 3'-3 7/8,— 3/8'.4..2 r PAR3666DH PAR3666 H — I I -7 rm . F s. .. I 1 1 _ 1 INT 4/0-B.P. 2/6- I ; ti 1 WARDROBE 1 12/0-B.F. z LIMEN (CLOSET ---- ---- -- -� o SIDmksoKR 2/E-INT 7 fT C! <i r�-i o co l n z r O'. ---- �. w F-- ---I. CC) WAR Df�-3E- O 1 I 4 0 B P N {^! CRE o I` I I: Q" z al lit F-r�l I p o o ' r %Z7 = Vw m R Q z M I OD r L O 'IIV. rE x ✓� f' � l4,n265 � 4 t 4,1 " �; r W�, f 5y � �1kIIS AREA 2TOQE�FRAED Of E10-O N fFSET 6 : � 3 � � } y� T6 BE FINISHPD ON SITE BY OTHERS ; c= -<,��$�n $a�: a.Q.,,, .�$�.��_ c. _'.c ..�'�.t ..�'x.�,��G.. �...a:�., "T.r�ifi F,.c. #.. ...., ,..., x ._. �...�, y�'� ._ _ • I-.��#�..> J . }R �_ �'. INDUSTRIES INC. P.O. BOX 9000 RTE. 121 OXFORD, YE 04270 ,, .. TELE: (207) 539—BM ( FAX: (207)539-4446 52'-0" DWG NO. 14" 37-0" KIM 3086 10'-01/2" " 8'-9" 13'-41/2" LAYER NAME: -�E .4'-31/2' 2—41�2 5'-1' -- —3_e 2-5 1/2 3-11 3/4 9-4 3/4' PAR3666SH PAR3037SH PAR3666SW ___ _____________________, .2SUBMTL DATE: 00 22"00" MIN "` ZE 'ATTIC ACCESS TO BE FRAIA. D ON SITE BY OTHERS 3-15-05 ` o o 2j BATH 2 ' m FLOOR TRUSSES o a m 1 Of m 0 1 O I o In , ; o vi ' � 12/6-INT - BEDROOM 3 _ 1 = o . I 1 � �1 0 r BEDROOM 2 Zo 1 m IT AR A Z UNHAB ABLE E C) ,., o'F3) --- ' tpo 2/6-INT bo ~ C� co ¢ z Z LL¢ , 1. m — co BALCONY �, — F- - --------------_----------- 1 42'GUAM R � DRAWN BY: 2/6—INT XIERSTEN r t2'-0" N 1StFLR FOR HELP CALL: = POST POST ENGINEERING STUDY ,� ; ►— OPEN TO BELOW REVISIONS cp ¢ , Uj I d m (n IL �7'6' CEILING LINE o ; C) DATE ITEM 4- 0--KNEE WALL ► 1 1 1, , 1 2001 2001 5'-'A°°DORMER 5'*A"DORMER DN. VIEW 1. . DN. VIEW TJL Mtrroto&AWOC ►ass MC. z Bnoaft'M 46515 5•_p•. 5'-p' Commonwealth of-Massachusetts f CC> OPEN TO BELOW Accredited Evaluation and Inspection Agency PAR3449SH 1 Tel"*CWrAxts q s4.]nmdw.. PAR3449SH .,m,w"a.v.wem snro I r-e• — r-s' I ,.a,ti. SCALE: - - - - - - - - - PAR3 49SH - I naaromaer 1/411-1'-01 8'-0' a 12 0° 12 0" 0" O ' °"'d ° ° '�."� °�""' °" SHEET NO. 40'_0" .gaNasbnvA.dtlo„fanaua I PROPOSED 2ND FLOOR2A , INDUSTRIES INC. .T P.O. BOX 9000 RTE. 121 OXFORD. ME-04270 TELE: (207) 539-8883 ' - .FAX: (207)539-4446 52—0"•- ; DWG NO. 14'-0" 2'-10" 3' 4" 16'-6 3/4". 12'-1 3/4" KIM 3086 2'-11 1/2" 11'-O 1/2" 3-1 1/2 5'-9 1/4" 10'-91/2' 6'-4 3/4" 5'-9" LAYER NAME: 1 8' 1 8 1, 6/0 SLIDER W/0 GRIDS 1SUBMTL PAR-A4824 W HR4824 OVER TEMPERED PAR3037SH PAR C1836-2CSMNT ` s�arKz �. - --�2130 W2130 W3018 Wt83o DATE: - � PC3684 —15-05 w L PANTRY CAB } % c i E I' O BD4 18 �1 ��77nn� FF;; � O ----- N �Q �"iK70 K SPATS H7R(T•� Z , 1 �• i a 1 -- 3gTK70 KICKSPACE NTR D.W. FT3-84(1") `o �� BATH 1 `° <r N 26'SOMT— co ;% z DINING ZOOM PUMP 3 3 �, KITCHEN; , a Areo=147.156 ft = J W NOTE: TOILET TO BE REMOVED noff==_1 BATH 2 �, Area=209.089 ft ;m -� o T Q n To ACCESS PIMP EFl-84 Aa n xvrm o o ' I— QO CLOSET �, '-""Nf ; Ckf I— Q J2/6-INT "o 0 •R/ EF1-84 v�avrrn�, ANGLED AREAS ARE BOXED IN C 2/0-INT ------- " ,' DEAD SPACE W/PANEL BACKER _ C/ 2/6-INT o •--------- ---------' --�---% ®REAR. WALK-IN WALK-IN . ;WARDROBE a a WARDROBE ; HALL s0 "B-BOX" "C—BOX" 14 , , N N , 17-1 ' 3/0 CASED 2/6-INT 2/6-INT __ ______L2- -- -CASED OPENING KIERSTEN ------------ PAR3666SHDRAWN Y: DOWN TO CEILING TRANSI10 � 6'-5 1/4" � 5-6 3/4' BSMNT. TL=300 PLF 12'-0"(2), 1/ x B,/4 LVL INHEADER �1A_BOXII FOR HELP CALL: Q M1AX1SPAM 15' 1/4- 4•Lvl IN ac ENGINEERING B-BOX ONLY' POST W LY 3-1• POST REVISIONS BEDROOM A t 1 UNDER BBSSMNT R"GS TO BE SHIPPED LOOSE DATE ITEM e MSTALLED ON 91E BY OTHERS • LIVING ROOM100 o o , I OPEN TO ABOVE °CI UP TO 2ndFL00R Area=230.467 ft e T.B.ARNOW A ASSOCUTES,INC. FOYER ( -o lip ofMIS a �o Commonwealth of Massachusetts i f Accn:dited Evaluation and T , Inspection Agency ldsdommentiscaNliedas being I"oanfomwe:a - I adlh IYsaadr�stow , 3'—O"X6' 8" and.,el l SCALE: PAR3666SH PAR3666SH PAR3666SH PAR3666SH Appmed By 1/4"-1 3'-91/4' 8'-51/2' k 4'-01/4' 3'-T 7'-91/4' V51/2' 'f�'3'-91/4' win 16—3 23�_g° c""� "','�°e' SHEET N0. 40'-0e 2 GENERAL NOTES : SOIL TEST LOGS : 5Y5TEM DE51GN CALCULATIONS : Cotult, A.) NEITHER DRIVEWAYS NOR PAR TEST HOLE 1 : EL=48.6±KING AREAS ARE ALLOWED OVER SEPTIC SYSTEM SEWAGE DESIGN FLOW: MA DEPTH FROM SOIL SOIL SOIL 501E OTHER UNLE55 H-20 COMPONENTS ARE USED. SURFACE HORIZON TEXTURE COLOR MOTTLING 4 BEDROOM DWELLING @ 110 GPD = 440 GPD c 5.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE 5Y5TEM AS DESIGNED UN- (111CHE5) (USDA) (MUNSELU LEACHING CAPACITY REQUIRED: LE55 CONSTRUCTED A5 SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. 0"-2' 0 4 BEDROOMS(MAX.) @ 110 GPD = 440 GPD REQUIRED C.)CONTRACTOR 5HALL BE RESPONSIBLE FOR 2"-iam Mm San I OYR 1 NONE VERIFYING THE LOCATION OF ALL SEPTIC TANK CAPACITY REQUIRED: 25 tG UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 10'-2 " B Loam Mcd-Coar-c sand i OYR 5/81 NONE 20%Grave! DAILY FLOW = 440 GPD @ 20096 = 880 GAL. REQUIRED 2 "_;40" C! Coarse Sand 1 UYR 6 4 NONE Loose P rc I" 5EPTIC TANK CAPACITY PROVIDED: Go� o� CON 5T KU CT I O N NOTES • 1 500 GAL. SEPTIC TANK(MIN. ALLOWED) �G 'V0 TE_5T HOLE 2: EL=47.6± LEACHING CAPACITY PROVIDED: Ptuden� ,o DEPTH FROM 501L 501L SOIL SOIL OTHER ONE (1) 33.5'X 1 2.83'X 2.0' LEACHING SYSTEM CAN LEACH: dE'% I.)ALL CONSTRUCTION 5HALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING Vt=[(33.5 X 12.83) + (33.5 X 2.0)2 + (!2.83 X 2.0)2]0.74 GPD/SF=455.I O GPD TITLE 5> AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHES) (U5DA) (MUN5ELL) T �� o may 455 GPD>440 GPD REQUIRED + 54.59 b r `� 2.) SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER(5)AND DISTRIBUTION a " OAVE Loam M NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH THIS DE51GN. owl oc� 5OX(E5)5HALL BE SET ON A LEVEL STABLE B -I ASE WHICH HAS BEEN MECHANICALLY Medium I OYR ! NONE INSTALL: o COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 1 2"- 0" B Loam Med-Coarse sand 1 OYR 5 8 NONE 2096 Gravel ONE (1) - 1 500 GALLON SEPTIC TANK LOCUS 3. 0"-I 2" C I ar n I OYR 4 NONE L !e ONE(1) - 3 OUTLET DISTRIBUTION BOX(H-20 Rated) AT LEAST THREE 20"DIAMETER SEPTIC TANKS)5HALL ME 'ASTM STANDARD MANHOLES. THE MI I INIMUU 93 AND 5HALL HAVEM DEPTH FROM THE BOT- THREE(3) - 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND + 53.89 AT TOM OF THE SEPTIC TANK TO THE FLOW LINE 5HALL BE 48". DATE OF TESTING: 06/23/04 54 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES 5HALL EXTEND A MINIMUM OF 6" PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C" LAYERS. N NOT TO SCALE WITNESSED BY: LINDA J. CRONIN, EIT, BENNETT 4 O'REILLY, INC. ABOVE THE FLOW LINE OF THE SEPTIC TANK AND 5HALL BE INSTALLED ON THE DAVE STANTON, AGENT, BARNSTABLE HEALTH DEPARTMENT CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. NO WATER ENCOUNTERED i4 + 54.76 _ 5.) RA15E COVERS OF THE SEPTIC TANK AND D15TR 13UTION BOX WITH PRECAST U5E A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF 501L ABSORPTION SYSTEM. LAND COURT PLAN 22824D CONCRETE WATER TIGHT R15ER5 OVER INLET AND OUTLET TEE5 TO WITHIN 6"OF (L CERTIFICATE #C79253 FINISH GRADE. + 52.69 LOT 6! LOT GO �j A55E550R5' MAP 039 PARCEL 049 6.) PIPING SHALL CON515T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL ,� TOWN WATER Area=25,G53 SF± -� BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%. y, � 7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) 5HALL BE LEGEND D-B: 4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE 5HALL BE CAPPED Vz; 3 AT END OR A5 NOTED. pJ 52 - - _32 EXISTING CONTOUR 8.)OUTLET PIPES FROM DISTRIBUTION BOX 5HALL REMAIN LEVEL FOR AT LEAST r`+ �� 32 PROPOSED CONTOUR 2'BEFORE PITCHING TO 501L A1350RPTfON SYSTEM. WATER TEST DISTRIBUTION ' +12.34 EXISTING SPOT GRADE BOX TO ASSURE EVEN DISTRIBUTION ( } ; F 24x5 PROPOSED SPOT GRADE 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF (7 MEASURED BELOW 52 + 52.91 `s -W- WATER SERVICE LINE THE OUTLET INVERT ' J' ': + 53.45 OVERHEAD UTILITY SERVICE 10.)B K ASE AGGREGA L rl r E I tAC ti N rALIu1Y 5HALLCUN515i OF 314° TO + 51 5? 53.45 + -U- UNDERGROUND UTILITY SERVICE I-112' DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE 4` INSTALLED BELOW THE CROWN OF THE D15TRlBUTION LINE TO THE BOTTOM OF THE LOT 65 -T- GAS SERVICE LINE 501L ABSORPTION 5Y5TEM. BASE AGGREGATE 5HALL BE COVERED WITH A 2" TOWN WATER TEST HOLE/ BORING LOCATION LAYER OF 1/8"TO 112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. 50 + 52.04 h2 SEPTIC TANK 1 1,)VENT 501L AB50RFTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; DB DISTRIBUTION BOX WHEN LOCATED EfTHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, LAN VIEW 50 TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRE55URE DOSED. 4g 80 50.28 5A5 501L ABSORPTION 5Y5TEM 2.)501L ABSORPTION 5Y5TEM SHALL BE COVERED WITH A MINIMUM OF 9"OF SCALE 1"=20' 48_65 + 50.47 a 2 f Reserve RESERVED FOR FUTURE CLEAN MEDIUM SAND(EXCLUDING TOP501L). Electric and UTILITY POLE ' 13.) FINISH GRADE SHALL BE A MAXIMUM OF 36"OVER THE TOP OF ALL SYSTEM Manhole E Iephone Boxes U" 50.91 / ® CATCH BA51N COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER s + ! r + 4 .4? FIRE HYDRANT AND 501L A550RPTION SYSTEM. SEPTIC TANKS 5HALL HAVE A MINIMUM COVER ® WELL OF 9". 'ti, �� p� 14.) FROM THE DATE OF INSTALLAi ION OF THE 501L ABSORPTION SYSTEM UNTIL 0 DR !NAGE MANHOLE P.ECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL AB5ORP- `'' i" `�R • CONCRETE BOUND, FOUNT) TION SYSTEM SHALL BE 5TAKE0 AND FLAGGED TO PREVENT THE U5E OF SUCH 48.54 51.21 + g6' �.�� - - { - TOP OF BANK AREA FOR ALL ACTIVITIES THAT MiGHT DP .MAGE THE 5Y5TEM d t PICKET FENCE 5.) THE BOARD OF HEALTI-;5HALL REQUIRE INSPECTION OF ALL CONSTRUCTION 3 EDGE OF rLEARING BY AN AGENT OF THE BOARD OF HEALTH (OR THE DE5IGNER IF THIS 5Y5TEM RE- QUIRES A VARIANCE)AND MAY REQUIRE SUCH PER50N TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. �;o 1 "RI-ZONING SETBACKS: �� G; 16.) OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR LOT 56 0" 30' FRONT YARD �� �` TO EXCAVAT n TOWN WATER 50 0 t 5'SIDE AND BACK YARD lC":. 17.) CONTRACTOR SHALL VERIFY BUILDING SETBACKS; COMPLIANCE WITH ZONING ,.� 5 SETBACKS 15 NOT EXPRE55ED OR IMPLIED HEREON. ` P� `�\C6 `C g ;� D13.14 48 a� TP- ! 5AS �j oa 48.95+ �O.�i, a. 49.79+ OF 47.77 e/ �� �'�� o ALBION . G. = /\ HART,JF4 - 48 Proposed Driveway r �O, ' No. 1 ON FC 0/0 *15- TP-2 " // ��a / + o". PLAN 47.65 �6 �eP // 48.40 ?'trgrgT - ------ + 48.29 �� + SCALE 1 "=20' / TH15 AREA 15 SERVED /47.38 4713 c�OFM4 OF414 FLOW PROFILE: BY TOWN WATER. . a�. ti NOT TO SCALE „�� + 48.92 ON IV JOHN Y. m )( O'RFILLY v � CIVIL � C" SI_ 46.72 1M0.31 y No. 36200 -{ ; -24" DIAMETER CONCRETE COVERS • + TOP OF FOUNDATION RAISED TO WITHIN 6"OF FIN15H + 46.57 LOT 59 EL=52.0 GRADE (OR AS NOTED) TOWN WATER ' Proposed EL= 50.5± Proposed EL=48.0± Pro osed EL-48.0± _ Mr. and Mrs. Charles JaCOPPO 46.23 4 2+ 28•Proposed c/o Ed Ready 4, Sons, 22 Main Street, Hyann15, MA 02GO I 45.75 (9"Min - 36" Max) + 48.0 1 2" LAYER OF 1/8" 112"5TONE BENCHMARK: 48 SEWAGE D15P05AL SYSTEM 45.001 47.92 I p" 14" 46 75 45 3/4"- I-I/2"STONE Centerline n45'93 Catch Dad datum) + 47.11 30 Penelope Lane, COtUIt, MA 3" T 46.00 4 .83 N 45.93 40' 2" DROP LOT 57 BENNETT O'REILLY Inc. I I GAS BAFFLE 43,00 TOWN WATER 46.26 Engineering, Environmental and Surveying 0 Services 0 U5E THREE SHOREY PRECAST 500 GALLON LEACH CHAMBERS 7.2'± I Longest Run WITH 4'OF STONE AROUND O 1573 Main Street - Route 6A 20 40 60 P.O. Box 1667 1 500 GALLON 24' (END VIEW) (508)896-6630 Office Brewster, MA 02631 (508)896-4687 Fax SEPTIC TANK DB 3 LEACHING CHAMBER EL=35.8 Bottom of Test Hole#?_ SCALE 1 "=20' DATE: -- 5CALE: BY: CHECK: JOB NUMBER: -BOX 33.5'x 12.83'x 2.0' H_2O 05/OG/05 AS Noted LJPA JMO B004-403e DRAWI NG:C:\DRAW{NGS\Ready-Jacoppo\4036sds.dwg g y=