The URL can be used to link to this page

Home My WebLink About0102 STRAWBERRY HILL ROAD - Health 102 Strawberry Bill Rd Centerville A = 246 — 047 i No. `i 7r ,�� Fee�� THE COMM.0 WW-f-ALTH OF MASSACHUSETTS Entered in computer: es G( • PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE., MASSACHUSETTS application for Migponl *proem �Com6truction Vermit Ap cation for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. 1 oZ ST12Atife,Z,tar }f lw- Owner's ame,Address and Tel.No. /� o ,!A Assessor's Map/Parcel /�'�1 � /"1'e ttr e Z 2 q6 _oif:7 lk( Installer's Name,Address,and Tel.No. w Designer's Name,Address and Tel.No. ._—yr• - r� "� �h.t7►� CAI � ��N.£e-/I l 1-Q!q•� �IBC c.� Type of Building: Dwelling No.of Bedrooms 3 Lot Size 1 20 S sq.ft. Garbage Grinder( ) Other Type of Building u.%,,g .c.Lo No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow �i'�'� gallons per day. Calculated daily flow 331 gallons. Plan Date Ba� Number of sheets Revision Date 3 Title 5 t T1a -r 5 E W! {E P«-*A n$r I o a- ST2rw.19!!R - th tw Size of Septic Tank 1145b9 Type of S.A.S. f-L- OtFFrt Description of Soil 6616_6:2� Nature of Repairs or Alterations(Answer when applicable) t�l � 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 Ennvi_ronnm- a and not to place the system in operation until a Certifi- cate of Compliance has beet' saw' oo Health. V '10 Signed Date 9 7-1 G Application Approved by ► Date Application Disapproved for the following reasons Permit No. t Z Date Issued 2 17-77 ————————— —————————————— ———— TOWN OF BAMSTABLE �. LOCATION C 2 5ZU(4,A—.A A,J A1JJJ JP SEWAGE # 1qC1 " C/Z VILLAGE ASSESSOR'S.MAP & LO INSTALLER'S NAME&PHONE NO. C. 1&«L,,,Lls 97.?P a bef�/1 SEPTIC TANK CAPACITY LEACHING FACILITY: (type) if 4# r4d aUZ; _U &s-(size) !rX °3(,•r l0 f NO. OF BEDROOMS 3 BUILDER OR OWNE ° PERMITDATE: 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(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by f aJ Mizz �T6 y s'. 37.c w... ...5-~'•s.ilN' .. yam- _ .,4�-..,.:-.,;ds.,,s' '_�:,.:.:.+aC ..'k.C. ,y_ 'k "-. %""k' �nL,�y,I".i-?�.=��,.� r•^'"`.• 'h ..-,r,'. . . foe 'i Fee / V�/ / �•��"'� / THE M�`V ALTH F MASSACHUSETTS Entered in computer: ✓ r CO _ O M SSACHUS -L`IC HEALTH DIVISION .,TOWN OF BARNSTABLE MASSACHUSETTS }Yes P , Zippfication for M.i.�poaf *p5telft Construction permit Ap . cation for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) (9Complefe System /O Individual Components, rx Location Address or Lot No. I�Z �1.1 Ah�pert.A4 44, �� Owner's ame,Address and Tel.No. Assessor's Map/Parcel �j �/ i c)ff Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. r-A I 'type of Building: f ..�✓i f 1 %' Dwelling No.of Bedrooms `,. Lot Size 1 . 2 G sq. ft. Garbage Grinder( ) _ Otii�er Type of Building � ''��A (Axcc No.of Persons Showers( ) Cafeteria( ) Other Fixtures r { Design Flow gallons per day' C lculated daily flow �� gallons. " 4 Plan Date 2 `1� Number"ofsheetsI Revision Date G ( I 3 I CA� Title kJ&e(L t 0 Z �2�+►..1 rz✓24 tfi�� 2y> # �. Size of Septic Tank ��bv Type of S.A.S. Description of Soil Nature of Repairs or Alterations-("Answer when applicable)_. - (A J Date last inspected: 111� Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system µ b in accordance with the provisions of Title 5 of the Environmental-C odp and not to place the system in operation until a Certifi- cate of Compliance has bn_issued-by-this �-o!"�,,Zdfio.Health. f �O �Signed VLD_,ate. Application A proved by Date 7-7 Application Disapproved for the following reasons '4 on In Permit No. Z- Date Issued -------------- ----- ^�--r------------- — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS <. Certificate of Compliance THIS IS TO CERAF Ot xtl e On-si e Sawa ge D'sp�sal/Sy..s�tem Constructed( )Repaired( )Upgraded(V) Abandoned( )by J _ at l 0'D- 31 r�cttJ ( �t L� 1` �.i=/�� fL/ ' has been constructed in accord ce with the provisions of Title 5 and the for Disposal System Construction Permit No. �� dated 97 Installer Designer The issuance of this s all no be co strued as a g uarantee that the s u ion as i n P Date P (� ns ector g _ Y vvp",� uL0 - �_ ----- ---- No. ��-}�/Z — .— -------/'-_ - --——---Fee � I.' THE COMMONWEALTH OF MASSACHUSETTS Zyl' dye PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Dizpooai *pgtem Con5tructton Vermtt Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at 0 C,, 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 a it. q � � Date: �� 7 `//g �Approved by'//� � k _ - - i )SOIL : TEST, ;,;.., . . ; ;. v . �� . �� 4 �20 FT. MINIMUM FROM CELLAR ' TOP OF FOU TtON DATE OF SOIL TEST t y�r'.> , 10 F'T. MINIMUM FROM SLAB OR CRAWL SPACE SOIL TEST DONE B TE ELEV. _ 10 FT. MINIMUM CLEAN SAND ' WITNESSED BY k R. x ti COVERS LOAM AND SEED OBSERVATION HOLE 1 ELEV OBSERVATION _HOLE 2 ELEv 4 SCHEDULE 40 PVC PIPE i PERCOLATION RATE G Z MIN./INCH PERCOLATION RATE -"' MIN./INCH I MIN. PITCH 1/8 PER FT. 2" 1.0ER OF r frt 4 x 1/8 ;TO 1/2" DEPTH HORIZ TEXTURE COLOR MOTT. OTHER DEPTH HORIZ TT. OTHER COLOR MO TT. =y .r C/ 2 X R✓r- WAVED STONE VENT p A �O ` }� o f� " ;.. Z 4• CAST IRON PIPE NOT REWIRED O—w -l" (OR EQUAL) MINIMUM 5��5°►� � � / MA PITCH 1/4- PER FT. 1 CU. FT. OF CONCRETE F FLOW LINE 'Z J iA ANCHOR 41 :. ELEV. *_ -TMIN. Z,� r�rj • o E, 1�7r�✓� {'t7�4=1�Z Z( y V. a SIT 6• SUP 010 ELEV. ELEV. GAS ELEV. F r•✓ ELEV. BAFFLE DISTRIBUTION °Ijz CZ 5 �r 7/- LI 10 OUTLET ]ELEV. HIGH CAPACITY INFILTRATORS WITH BOX �--�. STONE IN AN (TO BE PLACED ON FIRM BASE) rr Z 4 FEET 14 INCHES TO 8E WATER TESTED 5 19 INCHES IF MORE THAN ONE OUTLET I f �' X t 0 TRENCH FORMATION �+ it 6 24 INCH S 1500 GALLON tUJ2-9 WATER ENCOUNTERED AT j ELEV. = 0�8 jj,, 2 "n -EET29 INCH S (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION "'� -�---- l�/t� WATER ENCOUNTERED AT j ElETI. FEET 34 1N S SEPTIC TANK '�1 ZONE 3/4• TO 1 1/2• SYSTEM (SAS) -INDEX WASHED STONE ADJUST LEGEND: DESIGN CALCULATIONS USGS PROBABLE W TER T ELEV. = �' EXISTING SPOT ELEVATION OOxO NUMBER OF BEDROOMS R �. GAR A sp UNIT ?'�► °. SEWAGE DISPOSAL SYSTEM PROFILE o A TABLE � taJ=v. EXISTING CONTOUR oo GARBAGE DISPOSAL Na OBSERVED WATER �L / NOT TO SCALE BOTTOM OF TEST HO-E ELEV. _ 10•S FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW ` FINAL CONTOUR-LOCATION REQUIRED S TANK CAPACITY ) AY SOIL TEST UTILITY POLE -O- ACTUAL SIZE OF SEPTIC TANK 1GAL TOWN WATER i..ws SOIL CLASSIFICATION CATCH BASIN T�w DESIGN PERCOLATION RATE <i.3 f GAS LINE G EFFLUENT LOADING RATE CALAY/`S.F. s k� • ! C. CH{N CLEAN OUT � �- CESSPOOL C.P. Q ( I�X 3G� XZxio;i2� LEACHING CAPACITY (AREA X RATE) � . . AY k , 4 7 V,3 X 0,7 RESERVE LEACHING CAPACITY GAL/hAY ' NOTES: ., 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM`TO D:E.P , F \ 'tE�1 TITLE 5 AND THE TOWN OF 9 1It'-1 Jr ff 7,w f� RULES AND �. REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO _' Y -� WITHIN 6. OF FINISHED GRADE. ;. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF i }16 WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR-WITHIN 10 FT. OF DRIVES OR PARKING,f2EAS.. H-20 LOADING SHALL BE : \ ! USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREA& \ ��, .� 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL `�" I& PERSATER MID Tt�POGRAPHY BY WW CAPE ENGNB�!l M BE MORTARED IN PLACE.: �rt 11. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM LOW AND FOR 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ' J \ A MtI�&M OF 6 AROUND LEACHING FACUTY AND BE REPLACED MITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO MATERIAL AS SPEC M, IN 310 W 13.25v:(3}. OBTAIN SUCH DETERMINATION FROM APPROPRI ir_ PIITHOR[TY., '•: 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVA71ON CONTRACTOR IS TO CALL 'DIG—SAFE' AT 1—ON-344--7233 AT LEAST 72 HOURS v JJ PRIOR TO COMMENCING WORK ON SITE. 1 ; 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS 'AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING MARK ON SITE. ANY VARIATWIONx z IS TO BE BROUGHT TO THE ATTENTION OF TIC DESIGN ENQR*:ER : rr IMMEDIATELY. ' & PARCEL IS IN FLOOD ZONE 9. LOT IS SHOWN ON ASSESSORS MAP ` AS PARCEL " IN Y t/� Q /•zX�b s �¢ Dct I< J Kl I Ut AAS � _ , � �� ,o . -►, . -�, � -, �= �o. �, APPROVE BOA O E APPROVED. , BOARD , HEA, TH �'� — _ • + .,• ° as �C/ d, ,Cr f.� 1 DATE _ AGENT 0 rj PROPOSED SEPTIC DESIGN FOR Ily 1A / 1 PROJECT LOCATION 3 hh y� •� -J SWEETSRR ZNGrNEERVVGI sr -- `� 235 GREAT WESTERN ROAD � 50$- P. O.:BOX 713 � 398-3922 SOUTH DENNIS, MASS: ' r :':A2fif>Q c�'At > G�'- r� 1 6 8 DA �}�.►J. �� 2000� SCALE 2d w Z n , R!~VlS>rp , ,p8 NO i , LOCATION MAP REVISED - SHEET OF hhe i Y s > a