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HomeMy WebLinkAbout0054 KELLEY ROAD - Health 4K ey.R4e Hyannis -052A92 =z. _ �k t I No. 43501/3 RE® 1 r.x P@n--daf t& ESSELTE ® ® c - r ;: �, n � � � ' -� � � . rR ., ' .. _ - - ,, _ �� ' ' � - ,. .. -. A �, ° M �� ,. � � . u � � r. „ � � .. ^ �. \ - J J � .. , IT o _ ' 1 n n � .w o v - a 3 u 4a .v. �.� �. ,..w..,. - a �..� .. y4 - _ Q .f""� - TOWN OF/B�ARQNSTABLE LOCATION I��U h`eJ SEWAGE #®'/—® l4 VILLAGE o ASSESSOR'S MAP-& LOT INSTALLER' NAME h'C&PHONE NO. 4 S-IR-7�7 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) ,�. (size) /S i 140:OF BEDROOMS BUILDER OR OWNER 1?1. V/A l2C/ PERMITDATE: —/3 tb `'f COMPLIANCE DATE: - 7-6 LI ' jy 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 i 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 n � *. a.. . ,,, .� �' . >:;; . .'�. ,� - �:_ _ .. .' , �� _ s �s� .. �� - � � ,. N �. ��- w 1 r , <<' - p N. Fe�5000 _ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIPPrication for Migaal bpatm Con!5truction Permit Application for a Permit to Construct( , )Repair(X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 54 Kelley Rd. Owner's Name,Address and Tel.No. • 775-3567 Assessor'sMap/Parcel Hyannis, MA Anita Rivard 292-052 54 Kelley Rd, Hyannis, MA Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—8 31 1 Wm. E. Robinson, Sr. Craig R. Short PO Box 1089 Cenfervilip, MA I PO Box 1044 S. Dennis, MA Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(Io) 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 s ep t i C s y s i-am to plans of Craig Short — plan #01 -1009 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 poiron nta,Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this o if Heal Signed Date '"' Application Approved by Date n - Application Disapproved for the following reasons Permit No.�n0 y—01? Date Issued 1 .7 A-V rf .. ._ - .. ., ._ -�. .. • •- _ - .sue _ ..r:x: _.. .., �. ..c, ..�.� ..-..- .. _ �t No. 2 oo 7 f ` � � �...., Fee$5 0.0 0�` THE COMMONWEALTH OF MASSACHUSETTS Entered i jcomputer: Yes .. 1. . PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplication for Mi, tpogal *pgtem Conmruction Permit a+Application for a Permit to Construct( , )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No: 5 4 •Ke.l 1 ey Rd. Owner's Name,Address and Tel.No. Hyanriis, MA-- `Anita Rivard 775-3567 Assessor's Map/Parcel 5 4 Kelley l aY Rd, Hyannis,,s► MA H a 292-052 Y , Installer's Name,Address,and Tel.No. 7 7 5—8 7 7 6 Designer's Name,Address and Tel.No. 3 9 8—8.31 1 Wm.­-E. Robinson, Sr. Craig R. Short PO Box 1089 Centerville MA PO Box 1044; ,S. Dennis, MA Type of Building: i Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(no) i 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 x Type of S.A.S. Description of Soil, Natu'ot of Re airs orAlterapons(Ans er whhen appli able) Install Title 5 septic system o pplans or Craig S` ort - plan #01 -loug 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 Titleathei�.. l•Code and not to-place the system in operation until a Certifi- cate of Compliance has been issu by th L Signed X Date ✓�; Application Approved by �' fW• 11,FS. Date 3 , Application Disapproved for the following reasons Permit No. UOy—U I Date Issued 11I;7 U L/ Rivard THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance 1 THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired ( X)Upgraded( ) _­'_Aband6nedke�.ft William E. -Robinson Septic Service at aunts, r has been construe injaccordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a DO �� 7 dated l 3 O Installer Designer The issuance of this permit shall not be construed as a guarantee that the sy em wi 'fu ction as d ried. Date �) � Inspector N Fee Rivard THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS MiZpaZat 6pe;tem Conelructiou Permit Permission is hereby gated to Construct( )Repair(X)Upgrade( )Abandon( ) System located at Kelley Road, Hyannis, 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:C bstru tion must be completed within three,years of the date of p e t. Date: 3 L Approved by _ ._..__ ..... ... . .. - -- --- . ._....-............- • TOWN OF BARNSTABLE Q E�° LOCATION E el' .SEWAGE.# t f l VILLAGE Illiqeml,f ASSESSOR'S MAP & LOT I ' INSTALLER'S NAME&PHONE N O..i? ® 1 SEPTIC TANK CAPACITY. LEACHING FACILITY: (type) (size) / 9 �m NO. OF BEDROOMS.. PT BUILDER OR OWNER 1 VA, lzay / PERMrfDATE: 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 facility) Feet Furnished by 3- BENCHMARK sr SOIL TEST ` CELLAR , 20 FT. MINIMUM FROM L T ; F t ST DECEMBER 22 003 t'OP OF FOUNDATION ~:- DA E .0 St5 L TE R,CRAWL -SPACE AlR R. SH � 10 FT: MINIMUM FROM SLAB 0 C SOIL BY �_ �_ .. ':100.00 tp FT. MINIMUM A SAND wLEV. _____-_ CLEAN WITNE:SSEO 8Y _ .., (ASSUMED) CONCRETE - COVERS LOAM AND'SEED OBSERVAT-C "..HOLE 1 ELEV. g9.00 . 4 SCHEDULE 40 PVC PIPE PERCOLATION RATE- _ MIN. NCH AT .._40= INCHES MIN. PITCH 1 8 PER FT. 2 LAYER OF .. OTHER - " DEPTH HORIZ TEXTURE COLOR MOTT, O H.E 1 j8 ,TO :1,/2 . . N WASHED STO E 99.75 'MAX. _ q. N - :., _ 4 .CAST IRON PIPE 9,00 MIN. 30 NO OR EQUAL) MINIMUM y< 0-10 A LOAI�YF� AND dYR4 PITCH 14 PER FT. Zz . .. ZABEL FILTER ro - - . 10-240 8LnAMY SAW ;10YR6 6 NO FLOW LINE 96.75 - 000000 N TO BE RAISED 97.50 ❑ ❑© © ❑ PLUMBING T ELEV. �.. MIN. o o a . .1OYft6 4 AND RE PIPED BY`A E xi•r�"i� 96.75 0 , a , 4-84 C1 FlNE SAND � ELEV.. o td - C�CI {J CI I✓1 CT �.__� VEL. o O C] d Cl LICENSED PLUMBER AS ;, � P 0 _ ;. 6 SUM 9 . = 97 00 GAS ` LEV. _ _ o ' , WEEDED �✓ ELEV. . _ . EL>^V. _, 9fi.50 ,�� .: _._.._. ❑ CO GI C]C3'C�C1 D C71� d e 2 BAFFLE a. a r ; 10 5 4` NO DISTRIBUTION s o e o' o e �4-$7 2 ICOARSESAND Y�'t , ELEV. aI37 [�C3C1 ©❑ ClDC7 o, .o 0 0 o ELEV. ARSE TO LIQUID OUTLET00 6,00 ._ .__._ COARSE . DEPTH TEEN ASE 87-144" C3 MEDIUM SAND 10YR7 2': NO (TO BE PLACED O FIRM B ) TO BE R TESTED 4 FEET, 14 INCHES -WATER 2-500 GALLON DRYWFLLS 1i9 / STONE 5 FEET 19 INCHES IF MORE THAN ONE OUTLET . .�. -, . WATER ENCOUNTERED AT EV, :� 87-M 6 FEET 24 INCHES '1500 GALLON , z WELD' N , Ia t2 t ' TO BE PLACED ON -FIRM .BASE /N AN 13 X 25 X ? TRENCN FQRMAI?ON _. _ 7 FEET 29 INCHES ( ) � 7 -ZONE 8 FEET 34-INCHES SEP TIC TANK „ 3/4 TO 1 1/2-,CLEAN N INDEX ¢; solL ABSORPTION , DOUBLE WASHED STONE '� ADJUST DESIGN CALCULATIONS ... . FREE'OF 'FINES & SILT NUMBER OF"BEDROOMS SYSTEM (SAS} USGS PROBABLE WATER TABLE ELEV. _ A... GARBAGE DISPOSAL UNIT NO,'NOT A L OWED 'TOTAL ESTIMATED FLOW ~ SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE f� � ELEV. ( j ) (110 GAL/IBR./DAY X :.3._, BR.) .. 30 .GAL fDAY ' NOT TO SCALE BOTTOM OF T T HOLE ELEV. ffi j I TES QQ._ REQUIRED 'SEPTIC TANK CAPACITY 1500,. GAL ACTUAL SEPTIC_TANK CAPACITY 1500 GAL SOIL CLASSIFICATION I 'DESIGN PERCOLA?ION RATE ,oj5...,, MIN./INCH I EFFLUENT LOADING RATE _QJA_ GAL/DAY/S.F. f LEACHING AREA ,,.477_ SQ. FT. (13'x25')+(76`x2') LEACHING CAPACITY _ 352_ GAL/DAY 477 X 0.74 RESERVE LEACHING CAPACITY N/A_ GAL/DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL'CONFORM TO D,E.P. TITLE 5 AND THE TOWN RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. 3, ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR V-1n,41N 10 FT, OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR C.BAS/N � _ ZONING REGULATIONS. -OWNER / APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. El 96. 6. UTILITIES SHOWN ARE APPROXIMATE ONLY.,EXCAVATION CONTRACTOR IS TO 97.2 - - - CALF "D!G- SAFE" .AT 1--888-344-7233 AT LEAST 72 HOURS 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 " 97.3 BROUGHT.TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY, x` 8. PARCEL IS IN FLOOD ZONE _._c 9. LOT IS SHOWN ON ASSESSORS MAP __292_ AS PARCEL 052_. 10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, AND BE 98.3 97.9 6 REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255- (3) (I,E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND OR REMOVED. (� O 12. A ZABEL`,A1800 FILTER IS TO BE INSTALLED. .0 f 13. CONTRACTOR TO PROVIDE SHORING AS NEEDED TO PROTECT BUILDING AND 98.6 PROPERTY LINE. TWA.,� ° o " 98.5 APPROVED: BOARD OF HEATH 99. .. " /� 9.7 ID' 0 D�.T LEGEND: �/ eH. ©oss C;'- " 9$.9 � 'i e�c. J#2569 DATE AGENT EXISTING SPOT ELEVATION x0.0 _�__ / r / ,2 Teo EXISTING CONTOUR . 00---- 99.4 gyp.0 FINAL SPOT ELEVATION . . . o ,o a ,3 PROPOSED SEPTIC `DESIGN FINAL CONTOUR tp �q=3 99.80 1 .7 FOR ■ 99.1 SOIL TEST. LOCATION � �-.99.7 "�-Q ?1tT� . E. ROBINSON, UTILITY POLE . . '. : CU.) m 99.6 f ua 9 4 99.4 UTI a� I INSON, SR. TOWN WATER -W W 6ir_D,Qiv� 99. p ���` ROUE 28 CATCH $ASIN .`Qj 1100. 99.7 0 �s FENCED AREA q LOC. GAS LINE . :---c -c ----c --- �. . M -�.� r\' " 99.7 5 4 KEL`►LEY RD. GAS METER . , . ® -_ _ - 99 s �-� ,B`,AR.�NSTABLE., MASS. H Y.q Nf'J GAS VALVE . . . ,°b' _ ROUTE 28 CESSI�OOL . . !S J, CLEANOUT . '0- - - �,4,0 v �aao_ �'RA�G RSHORT P.E. ELECTRIC 60X - -- Q ' ' ELECTRIC 'LINE ---E E c 16a�o, �` - 235 GREAT WESTERN ROAD LOCUS 508- P. 0. BOX 1044 ELECTRIC MANHOLE . . . LOT 80A I SOUTH DENNIS, MASS._ „ ,00. � 398-8311 02660 ELECTRIC METER .® 14,400.0 f S,F. Q FLAGPOLE'. . . . . . . . v r HYDRANT . , . �� DATE JAN 8, SCALE " •- 20' LIIGHTPOST MANHOLE . .� O ELDR/GE A�- �C�P ' ' REV. JOB NO. 01 009 065: WELL . . KELLEY RD. SEWER LINE. . . s fs s s SEWER MANHOLE 5Q TELEPHONE BOX m � - WATER SHUT-OFF '�' LOCATION MAP REV. SHEET 1 OF 1 WATER 'VALVE .w� . . C.\S8\PROJ\2569-00\dwq\2569-sas.dwg'©2004 CRAIG R. SHORT, P,E.