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Home My WebLink About0012 SAINT JOSEPH STREET - Health 2,Saifnt1Jose.pstiStreet [Hyannis `291 �-223' I' a I, TOWN OF BARNSTABLE L LOCATION +` ':7- ,.- ��' SEWA GE ® 9 s VILLAGE 4✓I A 1 ASSESSOR'S MAP & LOT Al 0 3 INSTALLER'S N /t&PHONE NO. h Y, SEPTIC TANK CAPACITY LEACHING FACILITY: (type) '—� 'z ��(size) NO.OF BEDROOMS BUILDER OR OWNER /w,ZS ✓'`-� PERMITDATE: 6 :7 COMPLIANCE DATE: 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 facilityyj) Feet Furnished by „ `�; �� . � � � �� - . �. i � �. \_, - W � .ti. � y 1 1 No. ,10 ' �� !. Fee 5 0 .0 0 THE COMMONWEALTH OF MASSACHUSETTS pEntered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpprication for Mi5pool *p5tem Con!Aruction Perron Application for a Permit to Construct( )Repair(X)Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No, Owner's Name,Address and Tel.No. 12 St. Josep S t• Assessor'sMap/Parcel Hyannis, MA Karl Carlson 291 -223 Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—3 0 6 3 W.E. Robinson Septic C.R.Short PO Box 1089 Centerville, MA PO Box 1044 S. Dennis, MA Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(10) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Install Title 5 leach system to plans of C.R. Short plan #1 -997 Date last inspected: Agreement: The undersigned agrees to ensure nstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions de 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been' ar of alth. Signe / A Date Application Approved by Date Application Disapproved for the following reaso s Permit No. Date Issued r - ' No. O�'S '� � Fee $5 0.0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r f MASSACHUSETTS Yes PUBLIC HEALTH-DIVISION TOWN.OF BARNSTABLEs Application for nio opal * otem Con.5truction errrYit==y Application for a Permit to Construct( )Repair(X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 12 tt. Jose phS S t Owner's Name,Address and Tel.No. Assessor'sMap/Parcel Hyannis, MA Karl Carlson 291 -223 Installer's Name,Address,and Tel.No. 7 7 5—8 7'7 6 Designer's Name,Address and Tel.No. 3 9 8—3 0 6 3 W.E. Robinson Septic C.R.Short PO Box 1089 Centerville, MA PO Box 1044 S. Dennis, MA Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(no) Other Type of Building a No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. All Description of Soil Nature of Repairs or Alterations(Answer when applicable) Install Title 5 leach system to plans of C.R. Short , plan #1 -997. Date last inspected: Agreement: _ The undersigned agrees to ensure --c nstruction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions tle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ssuQ 1b$tth1s Board of�Health. l _ Signed / �t•, ® /� Date / -v�D ()Z Application Approved by `i �s �. . i % ti�7 Date Application Disapproved for the following reasons t a Permit No. .J-3 rJ Date Issued Carlson THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site.Sewage Disposal System Constructed( )Repaired(X )Upgraded( ) Abandoned(( )by W•E. Robinson eptic Service at 12 St. Joseph St. , Hyannis, MA has bed constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. /) dated Installer Designer The issuance of Vs permit shall not be construed as a guarantee that the syst m will function asN'd si-------------- gned. Date 1-7 1,C11 0 Inspector i — -- No. /� — t +r --- ------ -------- --------Fee$50.00 ;-I IY `��1%9 Carlson THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS ;Di5pooal 6potem Construction Permit Permission is hereby granted to Construct( )Repair( X)Upgrade( )Abandon( ) System located at 12 St. Joseph St_ _ 14yann i S , MA 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:Con truc o /must b/e completed within three years of the date of this p unit. Date: Approved by. TOWN OF BARNSTABLE LOCATION z C SEWAGE® 9�' S VILLAGE i ASSESSOR'S MAP & LOT " 3 INSTALLER'S N . &PHONE NO. 416 -,�Co.17— 2 SEPTIC TANK CAPACITY /f�'y 0 LEACHING FACILrrY: (type) a '—s (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: tJ h' COMPLIANCE DATE: l— f 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 i Furnished by .17 L_LJ 4 e BENCHMARK 01rr BEST TOP OF .FOUNDATION 20 FT. MINIMUM FROM CELLAR L O p DATE OF SOIL TFST OPeV933' 100:00 t0 FT. MINIMUM 10 FT. MINIMUM FROM SLAB OR CRAWL SPACEP. ELEV. _, CLEAN SAND SOIL TEST DONE BY` G�� n WITNESSED BY _W� . ftQ@Wa.Q&_�R._ _`` (ASSUMED) CONCRETE COVERS LOAM AND SEED °- 98.5 4" SCHEDULE 40 PVC PIPE OBSERVATION HOLE 1EL>"V.- _ __... MIN. PITCH 1/8" PER FT. OF PERCOLATION RATE . �^._,_.._ MN./INCH AT ,.:.__42_54'JNCHES 1/8-I OR,/2 .... n LEGEND: DEPTH HdR#� 'EXTURE COLOR MOTT. OTHER ' 9.00 MAX. WASHED STONE EXISTING SPOT ELEVATION 00,0 N/A 4" CAST IRON PIPE MA& AX. 98.6 MIN. EXISTING CONTOUR -- 00-�---- (OR EQUAL) MINIMUM x FINAL SPOT ELEVATION �_6" A LOAMY SAND 1 "R4 2 NO PITCH 1/4 PER FT. Q z FINAL'CONTOUR- 00-0 -- ZABEL FILTER -� SOIL TEST LOCATION FLOW LINE 96.75 a> U71LITY POLE' -O- TOWN WATER -W W ELEV. _,N M N. o a .❑ ❑❑ ❑ ❑ 0 ❑❑ ❑ ❑ ❑ ° CATCH BASIN `®� 6 27...�F; 8 LOAMY S ND 1OYR5 F NO E'l 96.25 _ ._,j -- ELEV. = 97.25 EVE ❑ ❑❑ ❑ ❑ ❑❑ ❑ ❑ o 0 o o GAS LINE G--'- c EXIST. 20 97 5 GAS ��_... 6 SUMP. . LEVEL o ° o ° CLEAN C"JT ELEV. BAFFLE _ 96.5 " ELEV. = 96.30 ° C.O. ---.-- ELEV. - �____ ----- ❑ ❑ ❑ ❑ ❑ ❑ ❑ a ❑ ❑ ❑ 0 2' o CESSPOOL C.P. - 27-"78 Cl COARSE SAND DYR7 8 NO G�FtAVEL DISTRIBUTION ° ELEV. _ ° ° ❑ ❑ ❑ ❑❑ ❑❑ ❑ ❑ ❑ C' ° ° - 94.0 LIQUID . OUTLET BOX _` �QQ_ ° ° c a a ELEV. - _._ �_ (TO BE PLACED ON FIRM BASE) 4 FEET 14 INCHES TO BE WATER TESTED . 7$-144" C2" ►MEDIUM SAND 10 6 NO S GRA FEET 19 INCHES IF MORE THAN ONE OUTLET 2-500 GALLON ORYWELLS W/TH STONE FEET 24 INCHES 1500 GALLON 7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) IN AN 13' X 25' X 2' 7RENCH FORMATION Z WELL A ko WATER ENCOUNTERED AT __1.2:...... ELEV, - 66.5- 8 FEET 34 INCHES SEPTIC TANK " " 7.5 ZONE 3/4 TO 1/2 CLEAN SOIL ABSORPTION - INDEX DOUBLE WASHED STONE kn ADJUST DESIGN CALCULATIONS FREE OF FINES & SILT SYSTEM SAS N(ftBER OF BEDROOMS .,.��.., USGS PROBABLE WATER TABLE ELEV. = _l1�A_ GARBAGE D/SpOSAL UNIT NO ,lam• LOW7'' SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / / ) ELEV. = �_.N�A rOrAL ESTIMATED FI:OW NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = 52 _ (110 CALIV /)AY X_Z_, BR.) GAL./DAY XrOUIFEV SLP77C 'ANK.C,4PACTY GAL. ACTUAL SEPTIC t NK C '"°;CITY _15M . GAL SOIL CLASSrM7CA T ON DESIGN PERCOLA 77ON RATE !C5 01N./INCH EFFLUENT LOA01'VG RATE" , 0.74 GAL 10AY/SF. LEACHING AREA 477 SO FT. (13'x25')+(76'x2') LEACHING CAIuCITY - GAL.IDAY 477 X 0.74 RESERVE LEACHING CAPACITY JA,. CAL.IDAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 A"Ya rttE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSA OF SEWAGE. j 2. ALL CO „i S TO SANITARY.UNITS SHALL BE BROUGHT TO WITHIN 4'" OF'fINIFk4FD GRADE F 3. ALL +`;;:jMPON-ENTS THE SM ITARY SYSTEM SHALL SE CAPA,SLE OF WT141JANDING H--10 LOADING UNLESS ,THEY ARE II*MER OR WITWN 10 ;- ". OF DRIVES OR PARKING AREAS. H--20 L bING SHALL BE UCEO UNDER OR WITHIN 10 FT. OF DRgS OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE"MORTARED IN PLACE., a NO DETERMINATION SAS BEEN MADE AS TO CVAPL1ANCE WITH 97.9 DEEDED OR ZONING REGULATIONS. OWNER / APPL#CANT IS TO 42.61' OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS 120.00' PRIOR TO COMMENCING WORK ON SITE. - 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. N LOT 45 8. PARCEL IS IN FLOOD ZONE C .� AREA 12,000 t S.F. 9. LOT IS SHOWN ON ASSESSORS MAP _ 291 AS PARCEL _ 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND 99.2 FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, j 98.9 SHED AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255: (3) 99.3 x (I.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. r ` 11. EXISTING LEECH PIT TO BE PUMPED AND FILLED WITH SAND OR REMOVED. QL/� k �` EXISTING BH �.-,< �•�'" 12. A ZABEL A1$00 FILTER IS TO BE INSTALLED, DWELLING LxPtk1 OF1 • 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING fl L t8.7tR4. � I r� pf� �_� h? C'PAIG AND PROPERTY LINE. EX/ T ' '20 i n s rtOFIT3r° . .} 13 4 � APPROVED: BOARD OF HEALTH ' 2 `-~-� 37.82 9. L >. 23.9'f I ,. ; wr 98.0 �-•� SEP17C �' -.: �� ''µ b x 9$.7 99.() TANK cv " J#2529 DATE AGENT, � T __97�_�^ `cAs `' ---w DECK w e--Ch$__ PROPOSED SEPTIC TESIC 6.15' ys fi 3.9' 28 FOR I --`_ .-=-3ot S.r. ROUE - 98.5 WM. E. ROBINSON R. /CARi.&-)ON k 97 2 , \ M v m ss.o ' M ELDR/DGE AVE Ldc. 1 ST. JOSEPH STREET' Sr q,� HYANNIS, -MASS k 98.1 x 98.3 t�•� GYS` 97.1 235 GREAT WESTERN ROAD 9s.7 � 508-- P. 0. 'BOX 1044. �? 398=-8311 SOUTH DENNIS, MASS. 02660; sr. pAUL o LOCUS DATE NOV, I07J SCALE. „ 0} MITCHELL's WAY REV. LOCATION MAP REV. _ �.� SHEET: w 1 :u :OF s 01-0997 R C&Ison.d 2003 CRAIG R ..SHORT',,F',E