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Home My WebLink About0298 STONEY CLIFF ROAD - Health 298 Stoney Cliff Road Centerville - - A = 170 043 No. 4210 1/3 ORA Pe' ndaflex° 10% f TOWN OF/BARNSTABLE LOCATION '�" S L�".�-`y C��► ,�/ SEWAGE # VILLAGE C sue- J ASSESSOR'S MAP & LOT ®" INSTALLER'S NA &PHONE NO. t�0 Li `- Z�"�' i ,CrME �- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) C"' �2— (size) NO. OF BEDROOMS Y BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: 03 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 �J No. d"`� 3 �' Fee $5 0.00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zi pplicatton for Migozar bpotem Congtruction Permit Application for a Permit to Construct( )Repair( X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 298 Stoney Cliff Rd Owner's Name,Address and Tel.No. Assessor's Map/Parcel � Centerville MA Phyllis Formartucci 170-43 same Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—8 7 7 6 Designer's Name,Address and Tel.No.5 0 8—3 9 8—8 31 1 W.E. Robinson Septic Service C.R. Short PO Box 1089 Centerville, MA 235 Great Western Rd South Dennis, MA Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(NC) 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 sand Nature of Repairs or Alterations(Answer when applicable) Install Title 5 septic system to plans of C.R. Short. Plan # 1 -984 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 issued by this BoV of Walth. ✓ ✓6 Sied n Date Application Approved b Date / e, Application Disapproved for the following reasons Permit No. ;Lw> ^ 31t7 Date Issued F j I Q U el No. � � Fee $5 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ' ZlppYiced o-for MigposW *p5tem Construction Permit Application for a Permit to Construct( )Repair(X)Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 298 Stoney Cliff Rd Owner's Name,Address and Tel.No. f Assessor's Map/Parcel Centerville MA Phllis Formartucci 170-43 sa e Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—8 7 7 6 Designer's Name,Address and Tel.No.5 0 8-3 9 8-8 31 1 W.E. jRobinson Septic Service C.R. Short PO Box 1089 Cebbovville, MA 235 Great WeAtern Rd South Dennis MA Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder(NC) 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 sand _ "i] � kj Nature of Repairs or Alterations(Answer when applicable)_-Install Title -5 septic system to plans of C.R. Short. Plan # 1-984 Date last inspected: Agreement: The undersigned'agrees to ensure the construction and maintenance of the afo/e descrbedon-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 Co'pliance has been issued by this BoO of alth. 3 y' Si ned Date p� Application Approved b Date b7q c Application Disapproved for the following reasons Permit No. oZ 3 ^ 3g(o Date Issued E l 19)0 Formartucci 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 Septic Service at 298 Stoney Cliff Road Centerville has been constructed in accordance with the provisions of Title 5.and the for Disposal System Construction Permit No.2,903-3`f G dated 8- /9- 0 3 Installer Designer The issuance of t is p0rmit shall not be construed as a guarantee that the system wi c ' s 0 red.� Date .3 U. Inspector No.n X 3 Fee$5 0 on Formartucci THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS wi,5pogal *pgtem Congtruction Permit Permission is hereby granted to Construct( )Repair(X )Upgrade( )Abandon( ) System located at 298 Stoney Cliff Road Centerville 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 hip e if: Date:_ I 2 I IG 3 Approved by . j j TOWN OF BARN,rSTABLE LOCATION . .S L cY v �.jj► F SEWAGE # �' VILLAGE C i1,- J ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. X 0 s y-14 7,vim'- SEPTIC TANK CAPACITY LEACHING FACILITY: (type) a C(G`' (size) NO.OF BEDROOMS —13 BUILDER OR OWNER 0-45 6 &7 AA. PERMITDATE: COMPLIANCE DATE: _ Separation Distance Between the: I 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 � t tLNCHMARK ( C )F FOUNDATION 20 FT. MINIMUM FROM CELLAR SOIL `"' 10 FT. MINIMUM FROM SLAB OR CRAWL SPACE DATE OF SOIL TEST _ 100.00 10 FT. MINIMUM SOlL TEST DONE BY V - CLEAN SANG (ASSUMED) CONCRETE WITNESSED BY --- COVERS " SCHEDULE 40 PVC PIPE LOAM AND SEED OBSERVATION HOLE 1 ELEV.-_ N 4 .s_ MIN. PITCH 1/8" PER FT. \ 2" LAYER DF PERCOLATION RATE _< 2 - MIN./INCH AT 42-_ INCHES T_ 7 1/8" TO 1/2" LEGEND: DEPTH HORIZ TEXTURE COLOR MOTT. OTHER 30" 4" CAST IRON PIPEFT- 99.75 MAX. WASHED S ED MIN.STONE EXISTING SPOT EXISTING CONTOUR ELEVATION 00 00,0 (OR EQUAL) MINIMUM � X _-_ ----- FINAL SPOT ELEVATION 0 PITCH 1/4" PER FT L FINAL CONTOUR -{ '18 A 1RWTS ZABEL FILTER-, ` \ I SOIL TEST LOCATION FLOW LINE �' 96.7.5 O1 UTILITY POLE ELEV. = 97_50 10" ❑ ❑ ❑ ❑ ❑ O ❑ ❑ 01313 TOWN WATER =WSW_ 18-36" B LOAMY SAND 10YR8 6 NO ROOTS - -1 MIN. 96.75 PL 96.30 ° ° ° ° ° GASCATOLINE --N _G®i f ELEV. _ ---- � ° ° C7 ❑ ❑ ❑ ❑ ❑ ❑❑ ❑ ❑ ❑ ELEV. 9�0_J GAS _ _9¢_50 6" SUMP L ELEV. _ _ I CLEAN OUT ELEV. C.O. BAFFLE DISTRIBUTION °° °° ❑ ❑ ❑ ❑ ❑ ❑ ❑ ID ❑ ❑ ❑ o 2' ° CESSPOOL C.P. 0 - ° COARSE SAND LIQUID OUTLET ELEV. - °°�°°° ❑ C1 ❑ ❑ ❑ ❑ CD ❑ ❑ ❑ ❑ _ C ac GRAVEL 10YR8/0 NO ROOTS BOX ° r ELEV = 94.00 -DEPTH TEE 4 FEET 14 INCHES (TO BE PLACED ON FIRM BASE) TO BE WATER TESTED 158 5 FEET 19 INCHES IF MORE THAN ONE OUTLET �- 500 GALLON DRYWELLS W1TH STONE 6 FEET 24 INCHES 1500 GALLON !N AN 13 X 2S'X 2� TRENCH FORMAT/ON z WELL N,�A NO WATER ENCOUNTERED AT 1.1 ELEV. _ --AAA- /FEET 29 INCHES (TO BE PLACED ON FIRM BASE) - 8 FEET 34 INCHES SEPTIC TANK 1 7'S "ONE_h4, 3/4" To 1 1/2" CLEAN J SOIL ABSORPTION ;NDEX _ DOUBLE WASHED SH D&STTONE SILT SYSTEM SAS �' ADj�ST = DESIGN CALCULATIONS FRENUMBER OF BEDROOMS 3 SEWAGE DISPOSAL SYSTEM PROFILE OBSERVEDUSGS WATERRTABLEE( WATER �BL) ELv/. _l��11L,/A= TOTAL ESTIMAGE SATED FLOWOSAL NOT NOT TO SCALE BOTTOM OF TEST HOLE ELEV. = _i35t _ ( 110 GAL/8R./bAY X _ ._ DR.) GAL./DAY REQUIRED SEPPC TANK CAPACITY -_ GAL. ACTUAL SIZE OF SEPTIC TANK GAL. SOIL CLASSIFICATION _ I-- DESIGN PERCOLATION RATE :5 5.__ MIN./IN. EFFLUENT LOADING RATE GAL./DAY/S.F. LEACHING AREA SO. FT. S LEACHING AP,CI Y�(AREA X RATE) GAL./DAY 4 774 0.74 98.7 RESERVE LEACHING CAPACITY N/A GAL./DAY " �H.98.9 4 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 \ �S' WITHIN 6" OF FINISHED GRADE. 3S ?9 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF Q 98 3 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN Q f 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE ,S.A.S. 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 ZONING REGULATIONS. OWNER % APPLiCANT IS TO Or .:r ,. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6 UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR tv 6 gg 6 0 M; IS TO CALL "DIG-SAFE" AT 1-888-344-7233 AT LEAST 72 HOURS S.T. B. I" 99.7 A PRIOR TO COMMENCING WORK ON SITE. J 9 .5 / 75,015 S.F.� 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS L% SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION SEPTIC IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER TANK IMMEDIATELY. 99.1 / 99.7' 8. PARCEL IS IN FLOOD ZONE _-C 4 98,6 9. LOT IS SHOWN ON ASSESSORS MAP _170 AS PARCEL _ 43 GARAGE// DECK 10, ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER, AND ---�> - .4 / FOR A MINIMUM OF 5 FEET FROM AROUND THE SOIL ABSORPTION SYSTEM, 9 EXIS77NG AND BE REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15,255: (3) � 99` B.H (1.E. TITLE 5) IF ENCOUNTERED BELOW S.A.S. PIPE INVERT. \ u DWELLING99 8 11. EXISTING SEPTIC SYSTEM TO BE PUMPED AND FILLED WITH SAND t x 98.0 �+ � f 99.2el.� N (3F M . OR REMOVED .,,0f 5 99.6 CRAIG c,. r r 12. A ZA9EL A1800 FILTER IS TO BE INSTALLED. v % x 99.0 99.7 �09. SHORT B/T. DRIVE �< CIVIL Z;-, :t 341 A APPROVED: BOARD OF HEALTH k 97.5 h NO. 274all �h. � °r1�98.4 99.4 � ��,� +PF..STE. k 97.3 7 " 98.4 FS e;`; 99.3 12 A3 DATE AGENT ' 99.0 `f'oo 97.1 + v / 98.6 PATRIOT WA APT LIJAHS PROPOSED SEPTIC DESIGN Vk �1 FOR ` 97.1 OLD STAGE ROAD WBI ,fSOtT' 016 P !�RMAg= 97, L°C 298 STONEY CLIFF ROAD �9 C ENTERVILLE, MASS L9 9 7.0 �Q Q 97.2 Y Q CIUM R SHLJRTs A X W 235 GREAT WESTERN ROAD m 508- SOUTHODENNIS,MASS. }: �. 95.8 398-8311 02660 2 V c� STONEY IFF RD DATE AUG. 12, 2003 SCALE 1 " = 20' REV. JOB N0. ,_ 1 984 LOCATION MAP REV' SHEET 1 OF 1 01-0984 Robinson SP.dw 02003 CRAIG R. SHORT,.P.E.