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HomeMy WebLinkAbout1483 ROUTE 149 - Health _ 7 _ 1483, A=105-002 � o I 1 0 No. ? 7 — -t Feeler THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migpoea[ *pztem Construction Permit Application for a Permit to Construct( )Repair(t/)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1W3 QoQ�c 149 Owner's Name Address d Tel.No. We-6 �c.r�s n�' C�% Assessor's Map/Parcel � �CA �G" A/ �� 'W UA-r, NO (,.J. 13. Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Sc.c ,�* (^ r'�" Ntx- b1c,a.,s er"rl Imo- ti dq QUk,-k QJ 3 (.A Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(�) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date 7 Number of sheets Revision Date Title 7 Size of Septic Tank _5 Type of S.A.S. c) irr�c'US SP s—S Description of Soil Nature of Repairs or Alterations(Answer when ap licable) CJk, �12 n 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 a-and not to place the system in operation until a Certifi- cate of Compliance has been isQkd by this Board Q Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. 7 Z w"' 9 Date Issued ._Ip� 7 No. — /(O / �� «� Fee �C�( THE COMMONWEALTH OF MASSACHUSETTS �'` ='oEntered in computer: tt/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ` { 2pprication for Migpogar *pgtem Con!5truction Permit Application for a Permit to Construct(,)Repair 41)Upgrade( )Abandon( ) []Complete System 0 Individual Components y Location Address or Lot No. .�4 f(3 Owner's Name Address and Tel.No.c� Assessor's Map/Parcel d1l /y r:? 2Uutr_ I4qf Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. SC CY* � P-r s s Ga { Q Uw`k Qj n i-t Gwa 3 Q vQK A Type of Building: Dwelling !;No.of Bedrooms Lot Size sq.ft. Garbage Grinder.(A4) Other ''Type of Building No. of Persons Showers( ) Cafeteria{ ) Other Fixtures a Design Flow gallons per day. Calculated daily flow gallons. - Plan Date T c 5 7 Number of sheets Revision Date Title 7 Size of Septic Tank C'x(s lr, k wo Type of S.A.S. 1pkc,k ..>y iJ cC"T. J. 7 y 1 Description of Soil Nature of Repairers or Alterations(Answer when applicable) _y X� �'�� Cx �rS i IDate 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 de and not.to place the system in operation until a Certifi- cate of Compliance has been is Iced by this Board Signed Date T Application Approved by r Date ;P Application Disapproved for the following reasons Permit No. 7 Z G 9 % Date Issued 911 9 7 -- — -------- THE COMMONWEALTH OF MASSACHUSETTS I BARNSTABLE, MASSACHUSETTS Certificate of Compliance f \ THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed Repaired V<Upgraded ( ) Abandoned( )by Cu A`()Q at 1 LAX 3 O 1y . 1s4 c t 11)-L,-:'{ [ �>�. has been constructed in accordance IE with the provisions of Title 5 and the for Disposal System Construction Permit No. f dated _,9" 9 7 Installer Cc h f',uSS CeoP Designer S' eC1 j' The issuance of this permit shall not be construed as a guaIntee that the system will functio]s desi ed. f Date 1 .— `7 Inspector i I• ! ----------------------------— —No. 9—/6 7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE: MASSACHUSETTS Mi5pogar *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair( l/<Upgrade( )Abandon( ) System located at 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 musst�be completed within three years of the date of this permit. Date: 7 ' / 9 -Approved by �E TOWN OF BARNSTABLE LOCATION (�I�3 �.� Il�� SEWAGE # -/6 5 VILLAGE t ASSESSOR'S MAP & LOT d<S'- INSTALLER'S NAME&PHONE NO. S(k) -77S SEPTIC TANK CAPACITY _I U_K' GC-•L VCA'( A l V 0 LEACHING FACILITY: (type)_�1 ��C7(ii"s, (size) S'k�'—Q_ NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: L( 'el `1 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 any wetlands exist within 300 feet of leaching Feet Furnished by S�OJA 0)1 xQ�U Qt R C I" 0 hC ��k MAR-24-1993 14:27 FROM DEP-ENV. STRIKE FORCE TO 8815087753344 P.01 Commonwealth of Mcssachusetts Executive Office of Environmental Affairs Department of Environmental Protection Dante!S.Weenmurt► Cw wo"Wwr FAC51MILIE TRANSMITTAL FORM DATE: 54 1 lq5 TO: —FolmC f� FROM: A10,r y 0 rV S `darn�J:ah ie « a 14) Fo r"_e_ ?05 t�n SUBJECT: NUMBER OF PAGES INCLUDING' TRANSMITTAL SHEET: TRANSMITTED BY TIME: In case of problem with FAX call 617-556-1000 �*�*a�*a�*ar�a�►�Tt�t�*��a�����*�*����*�**�r***,�****�*�*�*****��r�*f��f����re*,rt+�+��,� FAX Numbers: WESTERN/Springfield 1-413-784-1149 . ATTY.. GENERAL OFFICE 1-617-727-3251 CENTRAL/Worcester 1-508-792-7621 EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS 1-617-727-2754 SOUTHEAST/Lakeville 1-508-947-6557 . NORTHEAST/Woburn 1-617-935-6393 $OSTON/strike Force/Enforewftent 1-617-556-1090 OTHER: One Winter Street s Boston,Massachusetts 02108 a FAX(617)556-1090 o Telephone(617)292-S57S a 9 o_wnrwd en RA_dW Pnoef YN`TI?i.S {�,�111 fr h� DATJ. cl- --'R s No. 3,DDR=ss CITY/TOWN DATTZ OF INCIDENT y Fr,CIyZxX/SITE MICE „ /[ T7l 2,&k TYPE OF BUSINESS ADDR✓SS L��G� C.!' CZTY/TGT,7N Ili cS . J PROGRAM r.N'VT.RoNu_%_ATAI, IId?RCT STATUS SQLJD WASTE _— WATERWAY PI ,(PRELIM.INARY INVESTIGATION) 1 HAZARDOUS WASTE __ SEWER OPEN S SEWER RELEASE CLOSED WATER POLLUTION EM155IpN —� AIR OUALITY POSSIBLE SITE WETLANDS OTHE,2 SPILL OTHER L A.b STAFF / `/ DESCRS?TION OF INCIDENT: ` �" Av L44 �e_ hVid ACTIONS: TO: f ��•cLc�7%�r1 f . ADDITIONAL INFORMATION: lt7Q CCU C..k /D rl7ic7t� t` '' (A:\IN TAKE.WPF) MAR-24-1993 14:28 FROM DEP-ENV. STRIKE FORCE TO 8815©87753344 P.03 year ,,�eof/eo law (,u A �47, ss coxarealp-A ay 4/v alleyeef XJ5 S i It ,y,'w a,.�,jys�_,,,+isr�`St $K .•:'W+M'��,�'d y '. . 3 .� •._ r•�ra`.. .ram e'ar+�.�t ..�..,. n ' �tam �',c`".�+. '• ,� i-"n f. .7•}. r:' �:.1 k y 3 � { r �I� GENERAL NOTES : INVERT EL E VA T I ONS ; DESIGN CR I TER I A : ACCESS COVERS MUST BE WITHIN 9' MINIMUM. INVERT AT BUILDING: 82. 49 I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION 6" OF FINISH GRADE DESIGN FLOW: 3' MAXIMUM COVER INVERT IN SEPTIC TANK: 82. 19 BEDROOMS AT1/0 G. P. D. PER OF THE SEWAGE DISPOSAL SYSTEM ONLY. FIRST 2' TO BE LEVEL BEDROOM EQUALS .-330 G. P. D. MIN 2' OF PEASTONE INVERT OUT SEPTIC TANK: 8/ 94` ?. ALL CONSTRUCTION METHODS AND MATERIALS AND MAINTENANCE OF THE SEPTIC SYSTEM SHALL 4' PVC INVERT IN D1ST. BOX: 79. 07 SCHEDULE 40 ;-__-WASHED 3/4' - I I/2' DIA. NO GARBAGE GRINDER CONFORM TO MASS. D.E.P. TITLE SAND LOCALINVERT OUT DIST. BOX: 78, 9 _� •r 4 STONE BOARD OF HEALTH REGULATIONS. 9 07 0 -�- 3-4'x 81 FLOWD IFFUSORs INVERT IN LEACH CHAMBER: 78. 5 - SEPTIC TANK REQUIRED: J. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER .� OUTLET w/4' STONE AROUND. ; l2'x 32 ' BOTTOM OF LEACH CHAMBER: 77. 5 330 G.P.D. X 200% - 660 GAL . D-BOX AREAS SUBJECT TO VEHICULAR. TRAFFIC OR GREATER 1000 GAL ADJUSTED GROUND WA TER: N/A SEPTIC TANK PROVIDED: 1000 GAL . THAN 3• IN DEPTH SHALL BE CAPABLE OF WITH SEPTIC TANK 6' CRUSHED STONE BASE OBSERVED GROUND WATER: N/A (EXISTING) STANDING H-20 WHEEL LOADS, (EXISTING) - BOTTOM OF TEST HOLE *2: 70. 5 SOIL ABSORPTION SYSTEM REQUIRED: 4. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR PROF I L E : NOT TO SCALE DESIGN PERC RATE -�5 MIN/INCH APPRovED_EovaL. SOIL TEXTURAL CLASS 5. BEFORE CONSTRUCTION CALL ."DIG-SAFE'. EFFLUENT LOADING RATE - 0. 7 GPD/SF l-800.322-4844 AND THE LOCAL WATER DEPT. 1\► GPD / 0- 7 GPD/SF --44__S. F. FOR LOCATION OF UNDERGROUND UTILITIES. V PROVIDED: 3-4 'x 8 ' FLOWDIFFUSORS 6, VERTICAL DATUM IS: ASSUMED W/�{ ' STONE AROUND: A-472 S.F, 7, FOR BENCH MARKS SET. SEE SITE PLAN. 8. EXISTING LEACH PIT TO BE PUMPED OUT AND SOIL TEST P I T DA TA EITHER BACKFILLED OR REMOVED. 2 8Al CB/OH FND Et-a2.oa INDICATES y INDICATES 9. INVERTS AND TEES OF THE EXISTING SEPTIC TANK i PERCOLATION OBSERVED 1 69 TEST GROUNDWATER TO BE INSPECTED DURING CONSTRUCTION AND REPLACED ; . 02,7 •00 ' IF REQUIRED. \ Tp 1 tp# 2 r � GRND EL. 81.S GRND EL. 81.5 10. WHERE THE SEWER AND WATER LINES CROSS. THEY i r EXI TINO +0Y.8 1�3.o G.W.EL. N/A G.W.EL. N/A SHALL BE CONSTRUCTED IN ACCORDANCE WITH F cE IfH PIT i LOCAL AND STATE REGULATIONS. /,' r ! / / HORIZON TEXTURE COLOR OTHER HORIZON TEXTURE COLOR OTHER • ; j ELK +ea.7 0' 8/.5 0' 8I.5 LOAMY i10YR LOAMY IOYR SAND 3/3 A SAND 3/3 :♦`' i 8- ............................................................. 80.8 8' ...................,....................................., 80.8 Al LOAMY IOYR SOME B LOAMY IOYR SOME 0 1 p3.e s�, SAND 5/8 GRA VEL SAND 518 GRA VEL ExIsTINo\\lo00 e. ��c 24- .:................................... . ...................: 79.5 36' ....... .... .... .. 78.5 s£Pnc TANK FINE-MED IOYR COMPACT C I FINE-MED IOYR COMPACT -¢A/: ^ m EE NOTeI�0 �, SAND 7/4 LAYERS SAND 7/4 LAYERS m \\ 66' t \ e4 80.7+ I' i 83. 4 CUT AND PAT \\ \\\I `\\\ \ -UNGILF UNGRh'D TEL - TEL PED ��l��r ISTINO PAV \ p t ��I 4 ��`s -t1NN 1 / U.P. 70/99 CPC. ►` t 8 COR CONC APRON / �i` +il+ b\ ♦ :. ; - 83.56 I 1 j j j , j v\ • h.9 / J i £ANOUT `♦`. `Z�` �\* MANHOLEI j I YL 0 T 3 0.39 / / NO.WATER NO WATER l26' 7/.0 /32' 70.5 y TP.I t \ �` e3'e4 ►� 'clye'i138. (�11 S.F/f ♦ �` ` '° D-Box �.o �� DATE: MARCH 6. 1997 TES T B Y: S TEPHEN HAA S + ; ;• : �� '�'�� a l9 \�� oB o wEct '�" JERR Y D UNN l NG el.s TP.2 '' .:},f3.9 /' ' �� ; WITNESSED BY. ' 1/`` \ I 11 / © .70 PERC RATE: 2 MIN/INCH j ► ' S1S2 , 9 3 FLOWDIFFUSORS .�-aI.•I DRYMELL W/4' STONE i s 1 \� ♦\ ` ' / '�. . o.o {,e 9.35 S' EF� T / C SYSTEM ICES / G/V so,4 ' ✓ 483 ROUTE / 49 "AP / 0-5 PARCEL 2 e9.z3 EXIT 5 ♦ 1 1 , I / / / �0 t�'E' .S T S.ARMS T,A B L E , MBA . 08$. j'O / P RE P.4 R ELF E O R L M "R O N CHA P, U T C - . . >� /VS T.4 BL E . MA 02668 LOCO v ;__►.a.+.� CATCH BASIN ";., CAPE COD try+` ,u Ott t .>s, RIM-ee.2r t. �Lti, P O BOX / S6 WEST B,4 R •^- c'1 AIRPORT {- '� SCALE " MA R CH 1 8 . / 9 9 7 IN ¢;��: •� REV / SEA : APR / L 4 . 1 997 BL W(57 I NE'E'R I Jvc I NC FA/ROR UNDS Li l..� r1 G!" / GOLF RSE ., ,► . ram k Ya rim O r! th o r` MA � 26'� S C .50 4.32 533 .3 0 iS , . 30 6D LOCUS MAP JOB NO: 97-221 FIELD:CFW/TAW CALC:_ SAH/TAW CHECK: . CFW ORN: SAH , n ;