Loading...
HomeMy WebLinkAbout4942 FALMOUTH ROAD/RTE 28 - Health �942 Falmouth Road (route 28) culuit A = 009 0.33 i j' i y t i � 1r, i UPC 13334 • NO.2® '�. TOWN"OF BARNSTABLE 4 4 uC;C:A 'ION I LO SEWAGEi# rALAG ' " ASSESSOR'S MAP &LOT INSTALLERS NAME&PHONE NO. SEVITC TANK CAPACITY I S/•b f�` 4J f LEACHING FACILITY: h`' )C U%/f�aT(;A (size) ctyr�� 1/l r . -I'v''O..OF BEDROOMS BUIL DER.OR OWNER ''iPERMITDATE: COMPLIANCE DATE: O ;,. Separation Distance Between the: T ww lJaf� 6' FF 1vlu,i;*num.Adjusted Groundwater Table to the Bottom of Leaching Facility eet PrFvs e', at6r Supply Well and Leaching Facility (Lf any wells exist oa site or within 200 feet of leaching facility) Feet �,..dge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) J t I e.et by O , No. LL�_ r r, !i Fee �64 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppfication for Miopo.5ar *p5tem Com5tructiou Vermtt Application for a Permit to Construct(�)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. -ot-#I 4IA1�� Q `�� Oee er's Na��ddres T. el.No. t f? ,°�Q�s����, � 45 Assessor's Map/Parcel i—v �l `� \\L_� �,!b �! tn Installer's Name,Address,and Tel.No. Desi ner's Name,Address and Tel.No. � , O a S . &_rts�,;AA 0;� 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 C% gallons. Plan Date W/ u x Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. c1poeti r Description of Soil 11 IX 3 b l X/d " Nature of Repairs or Alterations(Answer when applicable) 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 f the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been is ued by thisWe&dHealth. 4�4A -,". Signed Date Application Approved by c �'" Date Application Disapproved for the following reasons Permit No. 0002—%&Z Date Issued Z01 7&Z :-Doto —�_%50Z ¢. �_$�- •�� Entered in computer: (� F THE COP,,%M ALTH OF MASSACHUSETTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZippYication for Migooal 6peum Construction Permit Application for a Permit to Construct)Repair( )Upgrade( )Abandon( ) komplete System ❑Individual Components Location Address or Lot No. -#/ IMP a�jmc( ,y, O er's Name Address and Tel.No. Assessor's Map/Parcel Z2 �`"'`"'�` � 1�/U n Ln . ef' q v'(� Installer's Name,Address,and Tel.No. Desi ner's Nam ,Address and Tel.No. 0 b�ee�er- - �iveeri1 Type of Building: Dwelling No.of Bedrooms 3 Lot Size\—�sq.ft. Garbage Grinder( ) Other I}pe of Building No.of Persons Showers(�) Cafeteria( ) Other Fixtures �, Design Flow gallons per day. Calculated daily flow �)� gallons. Plan Date 1 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. W/c iD / .& ij Description of Soil 3 b � tea. - ✓ Nature of Repairs or Alterations(Answer when applicable) 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 issue and of Health. f Signed AX,.- - Date Z/A1 6�f Application Approved by �...Q./ti" �S -Date / 7 z Application Disapproved for the following reasons Permit No. _Uo?_�152 Date Issued 0 -7 UZ --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed V Repaired( )Upgraded( ) Abandoned( )by / at 4 9y.2 (^N� r.kv - has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. aOdd-y .? dated lohI0 Installer Designer The issuance this ermit shall not be construed as a guarantee that the syste�il mat` ti7as d si. tined. Date Y 1241 d 3 Inspector --------------------------------------- No. Fee �UU' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS lwigozal *pgtem Construction Permit Permission is hereby granted to Construc� )Repair( )Upgrade( )Abandon( ) System located at y) 1 u�M w1 �c/'- r 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 of this ermit Date:_ (U 7 Approved by wJ�/1 TOWN OF BARNSTABLE ..'LOCATION' �► ���-_ SEWAGE # Z 002- 2 ti ASSESSOR'SAP &LOT VIL M LAGE _ dour_ ; INSTALLER'S NAME&PHONE NO.�+�_� t . SEPTIC TANK CAPACITY LEACHING FACILITY:(type) o (size) NO.OF BEDROOMS__ BUILDER OR OWNER 5J0?:-- PERMITDATE: 0 COMPLIANCE DATE: Z'`t O Separation Distance Between the: ��� -���. Feet Nlaxdmum Adjusted Groundwater Table tot ce Bottom of Leaching Facility 4 and Leaching Facility (1f any wells exist u 1 Well g eat ` , �afar S � F i Private PP Y on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Fw—tished by ' • i .e� O j Z�' ���J w 0/ J !i At.. • '. - '^ y ,. � ' is iX 6 '+►j„ ..4�' � �� C§ 0ee DATA PULE.SEAR sm�iuwr t§. w n> em '4 19 SEE STRUOURAL NOTE•A'�—FULL&M Q O =t♦ 1 ru sax Tv ¢ b a "reAxaa Ne O q BEDROOM fw"w"P-.rL pLC� La<i ,eaf N O FCA aosww 1 0 MA$I@i B®tiOdJ � J: r A Sf-I• 7- 1Y-I' C-6' a © iig s A11 R 4'. ue Y @ e - uN=r —' � e=e �a+ A40 a SEE 57RUC711RAL NOIE ~ VAX LABEL r-6' L_j 0. NeA=sePA CD h co55 n ® fY-6' � mac. 7" egg PMM NA frAUN ¢ N b _ p N eAvort m m BEDFROOA1i0 nene,o I 1 L 1 3 >o '';� Yr I r°' •. STRUCI URAL+ NOTES' 0 fN I I o _ U r Y d °•• 1, Z-Icr ,, wL v Ai- I A)(2)1 1/2"x 11 1/4'LAM.CEILING GIRDER-(1)ON MODULE AND(1)ON BUMP-OUT CEILING. ^N-------� END OF BEAM TO BE CHAMFERED TO MISS SAY ROOF. BEAM DEPTH AT BEARING POINT TO BE 7 1/4-MIN. ---- I.-f B Sl1)1 1/Y"x VC LAMINATED BEAM CEILING GIRDER PER MODULE. nn -___ --------.N07E V - --- 0)(3)1 1/2-x IS-LAM.CEILING GIRDER-(1)ON MODULE ANO(2)SHIPPED LOOSE FOR ON -It' Y_S few SEE SIRUCIURAL NOTE'C' ; SITE INSTALLATION NTH GARAGE PACKAGE BEAM ON MODULE TO BE MOUNTED FLUSH TOP U 8 © ►nE A OF BEAM N1TH TOP OF CEUNG JOIST. 9 S-6-7' E)(1)1 1/2'x 9 1/4'LAMINATED BEAM CEILING GIRDER Ix FAMLY ROOM Rce6ot H STUD COLUMN LEGEND s g i i 1I r� - " % I' �C H xnlr ` 15 =(2)2.4 STUD GRADE COLUMNS EACH MODULE Q ;a 0 © 16 =(2)2x6 STUD GRADE COLUMNS EACH MODULElog Ir-Y eeNOe a x—mc -b--L--6--------- 17 (3)2x4 STUD GRADECOLUMNS EACH ReOL ---- — ----------------- eO N ms. m my YIIImE 1e 19 =(3)2.6 STUD GRADE COLUMNS EACH MODULE n ell �nPANELIZM GARAGE AWS w Se ROOF 1RLS5 — uv- Z ( 1-1 >a cli Z en NL L',► a IE: ) cc G 1) r, G ,rAOEx m i�W .oiei e, ewa p J O O7 O FM k / yam. APPROVED i r ,e r Vr PPS. CORP- Q N a \ «4• r SCLI D 6 2002 I W z m NOTE: cD . Q 1..2x6 EXT. WALLS 16'O.C. APPRC�1/R� {i1�1 TO 0 2 2x4/2x6 MARR. WALL 16'O:C. t AA(i- ( R SUM POR MN Y U 3. 8'-0'CLG.HT. ' Lu 4. 2x10 SPF#2 FLR.JOISTS 16.O.C. a m = 5. TYVEK HOUSE WRAP P '^ ~ 6. SITE LOCATION=BARNSTABLE,MA(40#SNOW LOAD) at 1p m 7. BTU LOSS=40,000v 10 SHEET g �l `� TEST DATE OF SOIL TEST ,ANE 4. 2002 _ �» SOIL TEST DONE BY SWIW�£TSER ENGINEERING WITNESSED BY D_ STANTQ[il -- %jwalL"^7" fQE I ELEV.---199AO ( WYM HM Q ELEV.■■_100.60 PERCOLATION RATE _��, MIN./INCH AT 6 ___ INCHES PERCOLATION RATE 1 2 MIN./INCH AT _ 63 _ INCHES t DEPTH H IZ TEXTURE COL . OTHER P H COLOR MOTT. OTHER 0-9 A LOAMY SAND 10YR3/2 NO ROOTS 0-6 A LOAMY SAND IOYR3/3 ROOTS 9-28 B LOAMY SAND IOYR5/6 ROOTS 6-28 B LOAMY SAND 10YR5/6 ROOTS • 102.9 01.0 1 28-12C Cl MEDIUM SAND 2.5Y6/3 28-12C Cl MEDIUM SAND 2.5Y7/4 LOT 7 ■ I'D 2 5 ■�.102 0 � .,� / ,1 o � � NO WATER ENCOUNTERED AT 120"_ ELEV. _ _$Q,BQ_. NO WATER ENGOU44TERED A7/y 't,26•"ULA_ ELEV. _ __$0,2._ / DES104 CALCULATIONS I?Z u - - - NUMBER OF BEDROOMS PER /IA MW \ GARBAGE DISPOSAL. UNIT TOTAL ESTIMATE FLOW �y 110 414-1 R.AKY X _.3,.._ OIL) _ _ GAL./DAY REQUIRED SEPTIC TANK CAPACITY GAL. ACTUAL SIZE OF SEPTIC TANK 7 GAL. TOP OF FOUNDATION 20 FT. MINIMUM FROM CELLAR ELEV. = 14S»00 10 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE SOIL NCLASSIFICATIONPERCOLATION IO /iN CLEAN SAND ��'� PERCOLATK�AI RATE — MIN. EFFLUENT LOADING RATE GAL./DAY/S.F. \ C8 ETE INSPECTION PORT LEACHING AREA SO. FT. PROPOSED i. 4" SCHEDULE 40 PVC PIPE LOAM AND SEED (1=36)+(47000/'12) r' 3 BEDROOM 1 MIN PITCH 1/8» PER FT. LEACHING CAPACITY (AREA X RATE) GAL/DAY . LOT 2 DWELLING `� 2' LAYER OF 474633 X 0.74 f .I 1/8- TO 1/2" RESERVE LEACHING CAPACITY =-GO GAL./DAY F 101.1 WASHED STONE VENT NOT t 9 " Epp 4" CAST IRON PIPE REQUIRED j r 98.6 (OR EQUAL) MINIMUM � \\ PITCH 1/4" PER FT. NO 7 M \ , 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. 6p FLOW LINE RIM TITLE 5 AND THE TOWN OF RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. ELEV. _ _�.0 _ -TM IN. 2�0» ° ° 0 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO \� ■ 98 LEV. _ LEVEL ° $� �� 10r ° YA.77 WITHIN 6 OF FINISHED GRADE. ELEV. _ _ _ SAA.E ELEV. _>�.07 8" SUMPELEV. _ ,87,Bp ELEV. = 3. 0�STANDINGCOMPONENTS H-10 LOADING SANITARY UNLESS SYSTEM THEY ARESHALL UNDER CAPABLE OR WITHIN DISTRIBUTIONr 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE LI i0 OUTLET �^ ELEV. 4 HIGH CAPACITY INFILTRATORS WITH USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. �. Box - - STONE IN AN 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SMALL (TO BE PLACED ON FIRM BASE) z BE MORTARED IN PLACE. 'r■ 100.2 4 14 INCHES TO BE WATER TESTED 6.67 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NTH \ 5 T 19 INCHES �M IF MORE THAN ONE OUTLET 11 X 30' X 10' TRENCH FORMATION 6 T 24 INCHES1500 GALLON '^ DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO 7 T 34 IN n/'+ TANK (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION ZONE---�--- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 8 SEPTIC 3/4" TO 1 1/2' CLEAN INDEX 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR SYSTEM (SAS) IS TO CALL DIG—SAFE AT 1—ON-344-7233 AT LEAST 72 HOURS \ `I DOUBLE WASHED STONE ADJUST PRIOR 70 COMMENCING WORK ON SITE. FREE ,OFrFM1ES ac SILT 7. CONTRACTOR IS TO VEMFY GRADES AND ELEVATIONS AS WELL AS �. !r ��,1 SEWAGE �� SYSTEM PROFILE oesERVEDUSGS WATER PROBABLE WATER TABLE EILLEV. -- SITE CONDITIONS qiTPRI� TO OE COMMENCING WORK ON SITE. ANY DESIGN ENGINEER �' \ c4` � IS 1 \ AREA=54,236f S. I 14 BOTTOM OF TEST HOLE ELEV. _ Q_ IMMEDIATELY. 8. PARCEL IS IN FLOOD ZONE C \ } MLE 9. LOT IS SHOWN ON ASSESSORS MAP __�_ AS PARCEL M33 1i \ r S L t TEST 1 '7* 99.5 � R.G.P." - ! R.C.P. t ! ( INVL94 9' !NV-94.2' St \_. TEST 2 \ 96 s , OF 1t'„f T AL ` ; c. . OtlMlls� c x GIB 1►� � 41 \ Sol,_ APPROVED: BOARD 0F HEALTH T001'� / DATE AGENT 9 7 y P I 1 8 D OPTIC D N FOR ,ore'. ; R. SCUTAS & D. BOLT \ ,. � /' ✓ I Z% PROJECT LOCATION T nT I t LD= 4942 ROUTE 289 CO" caw s \ at�e►�aov- �aaav' � r�� ,�.-� LEGEND.' 9.1 � 235 ! AT RN VOW SPOT ELEVATION 00„0 - 508— P. 0. BOX 713 Ono i EXISTING CONTOUR ----00---- 398_3922 SOUTH DENNIS, MASS. 02660 i 8 FINAL SPOT ELEVATION FINAL CONTOUR 2$ SOIL TEST LOCATION RTE DATE SCALE " ' JULY 23UTILITY POLE , 2002 1 = 20 TO WATER —W W.- � CATCH BASIN ��� REVISED , , JOB NO. GASCLEAN LINE OUT /7 cl�, P 1��C✓ <_ 01 R cEssPooL C.P. - LOCATION MAP REVl�O %IMT 1 OF � C: 58 PROD 5455-00 WG 5455-01.DWG Q 2002, SWdTSER RqnffLNNG