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HomeMy WebLinkAbout0046 OAK STREET - Health -' OAK STREET, COTUIT A=018-036 N177-�7-��--7 i i i i TOWN OF BARNSTABLE LOCATION b1D " �A�'"'� F SEWAGE # ��- =V]LLAG `ASSSESSOR'S MAP& LOT_ , �I INSTALLER'S NAME&PHONE NO. Tf�Y�d � SEP71C TANK CAPACITY LEACHING FACILITY: (type) l (size) y� ` NO.OF BEDROOMS BUILDER OR OWNER ' PERMIT{DATE: 1 ~I 1 . LO COMPLIANCE DATE: ~cT ,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 withinr300 feet of leaching facility) Feet Furnished by t F 7 r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 0[ppYication for Migool *p!tem Construction 3permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) [ Complete System ❑Individual Components PP P P Location Address or Lot No Q �y� Owner's Name,Address and Tel.No. I_i 4esf en ekes. Assessor's Map/Parcel I�� j /� !� t� (,e r� !ew V lvf Installer's N`` e,Address,and Tel.No. Designer's Name,Address and Tel. o. e lfdrv� ��B��laO C��KtaiK/L 6- iIla in 5t Type of Building: Dwelling No.of Bedrooms Lot Size U®®0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow !!�c gallons per day. Calculated daily flow J, 3. gallons. Plan Date u! Number of sheets Revision Date Title s . , L .j f-�//{ O Size of Septic Tank Type of S.A.S. Description of Soil Dee 6 /a 1/U)C fr-3X�IL Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: y The undersigned agrees to ensure the uc' and main nance of the afore described on-site sewage disposal system in accordance with the provisions of 5 o the' nvir ental ode and not to place the system in operation until a Certifi- cate of Compliance has been'ss y arrd _ Signed Date Application Approved by J Date Application Disapproved for the following rea Permit No. W_v Date Issued ZjV No. � Fee THE COMMONWEALTH OF MASSACHUSETTS 1 Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS 0(ppfication for &.spool *pgtem Construction 3dermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) [46mplete System ElIndividual Components Location Address or Lot No. y��Qa� fug f Owner's Name,Address and Tel.No. ` o 4ef L'ro ekes. Assessor's Map/Parcel ayl 1& G rf /7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. TOP /7�Q(dPl/ �7t7 CA/iSfG�,Pp- (10,51Z, lT� f -L Pa Type of Building: DwellingNo.of Bedrooms Lot Size 044 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flows gallons per day. Calculated daily flow33. gallons. Plan Date u liif Number of sheets Revision Date Title 24 VO-4d �We//InU 0 S,Plvae sy4-0 /0&- Size of Septic Tank Type of S.A.S. Description of Soil _'Pefe i0e:�01&1/Uk .Ft'iXk71L !' r Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the .onstruct and main nance of the afore described on-site sewage disposal system in accordance with the provisions o S o the Envir • ental ode and not to place the system in operation until a Certifi- ca�e of Compliance has been'ss d y 's acd t _ Signed Date �� 1 Application Approved by Date Application Disapproved for the following rea Permit No. Date Issued f � --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(X Repaired( )Upgraded( ) Abandoned( )by ,, `` at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date 1 - Inspector —--f--©--------------------- No. ----Fee �o� ••-"" THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi5pogaY *p%em Construction Permit Perrussion is hereby granted to Construct( )Repair(' )Upgrade( )Abandon( ) System located at 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. a, Provided:Construction must be completed within three years of the date of this permit. Date: Approved by ul.{� a �,#*t,sd9 iS i�4��ar.ffift� Ns `az ^-sy^c�... i q TOWN OF BARNSTABLE . . ,� .77 LOCATIONS ? iL SEWAGE VII,LAGE (h-{'cZ L� ASSESSOR'S MAP &LOT _bAL INSTALS ER NAME&PHONE NO. t� ✓ r SEP?TC TANK CAPACITY o LEACHING FACILITY. (h'Pe) ..,. s - � (j size) ° NO:OF BEDROOMS BUILDER OR OWNER q CO,MPLIANCE DATE PERMIT DATE: $ Sepazation Distance Between the: . Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist withi 300 feet of leaching facility). Feet n Furnished by Vq r D:-21 C70. i.: PARCEL 38 SEWAGE SYSTEM PROFILE & DETAILS TOP 100.00' FOUNDATION 53.0 F.F.=54.0 FINISH GRADE-_ 52.5 FINISH GRADE FINISH GRADE FINISH GRADE 51.9 51.7 51.6 OVER TANK= R D"BOX= RISERS & CONCRETE COVERS TO WITHIN 12" OFF FINISH GRADE CLEAN BACKFILL I:3�" PEASTONE INV. 10- 14. E g r=7 -0 -- 14" id 49.5 49.25 9992 Eg ® fib 92 INV. r 50.0 4-0- 48.83 3" LIQUID DISTRIBUTION E51 9�11 LEVEL GAS 49.0 BOX 48.6 BAFFLE SET LEVEL 1500 GALLON JSEPTIC TANK ---SET LEVEL BOTTOM 4 USE 4/5'wideX8.5'IongX2deep 46.6 LEACHING CHAMBERS w/18" OF STONE ALONG THE SIDES & 21" OF STONE AT EACH END NOTE: THIS LOT IS IN NON FLOOD HAZARD ZONE C AS PER F.E.M.A. COMMUNITY PANEL #250001 0021 C 8/19/85 THIS LOT IS NOT WITHIN 100' OF ANY FLOOD HAZARD ZONE CHANGES. o THIS LOT IS NOT WITHIN 100' OF ANY WETLAND RESOURCE AREAS. C5 0 • PARCEL 3 6 40,000 sq. ft. 0.92 acres DESIGN CRITERIA NUMBER OF BEDROOMS 3 PARCEL 37 PERSONS PER BEDROOM 2 PER 55 SERVICED WITH TOWN WATER 445.9 sq. ft. rr^^ W a W LEACHINGDAILYFLOW REQUIREDPERSON LEACHING PROVIDED 450 sq. ft. C3 'i,'co E-, 0 CALCULATIONS CQ C� (DEPTH+DEPTH+WI DTH)(LEN GTH) 12 X 37.5 = 450 sq. ft. SOIL EVALUATOR'S LOG � Depth from Soil Soil Soil Soil Other Surface Hor. Texture Color Mott. Relative (inches) (USDA) (Munsel) Factors • 51.361 1 0 DEEP OBSERVATION HOLE #1 00M I I 01= �4 A - __L/S -1 aYR573 a- C') , I I Ld U) OF ,ygssq7"-36" B L/S 10YR4/6 13 o 13 51.76 36"-120" C M/S 2.5YR6/3 NOT WELL D 0 CHRISTOPHER G- z < 100.00 GRADED 0 COSTA L----I D.E.P.'04 T1 L-- --- V 52- DECK DEEP OBSERVATION HOLE #2 51.86 PARCEL 40-2 SERVICED WITH TOWN WATER GENERAL NOTES 0f$-70# A L/S 1 OYR5/3 1. ALL ELEVATIONS SHOWN ARE 7"-3610 B L/S 10YR4/6 PROP. PROPOSED ASSUMED. 36"-120" C M/S 2.5YR6/3 NOT WELL GARAGE , DWELLING 1 50.86 2. ALL PIPES IN THE SYSTEM TO BE 52 GRADED SLAB=52.5 F.FL.=54.0 85' CAST IRON OR SCHEDULE 40 P.V.C. 51.23 N/A 3. REMOVE ALL UNSUITABLE MATERIAL M• i t 50.47 b io BENEATH THE INVERT ELEVATION FOR A RADIUS OF AND BACKFILL PROP o GARAGE X W/ CLEAN COARSE GRANULAR MATERIAL. N a 52 Iz 4. ALL BACKFILL SHALL BE CLEAN #2 S.T. (n i COARSE GRANULAR MATERIAL FREE PERCOLATION RATE = 2 MIN./INCH L QP 1 37.5 DEPTH TO GROUNDWATER = NONE ENCOUNTERED ' 0 FROM DEBRIS & LARGE STONES.1 z 5. CHRISTOPHER COSTA & Assoc. RESERVE I 0 MUST BE NOTIFIED WHEN THE OBSERVATIONS BY: JERRY DUNNING I LO SYSTEM IS INSTALLED PRIOR TO DATE TESTED: 8/5/97 _j F12" BACKFILLING FOR INSPECTION. • 51.156 200.00' 1 1 6. UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH MASSACHUSETTS TITLE V SANITARY LITILOAK STREET • 50.00 SEWER CODE AND LOCAL RULES �:OPOLE WHICH MAY BE APPLICABLE IN A • EDGE OF EXIST. DIRT TRAVELLED WAY 49.16 WORKMAN-LIKE MANNER. 50.36 • 51.06 50.76 7. THIS LOT IS NOT IN THE FLOOD PLAIN. APPLICANT: ROBERT CROCKER 8. A GARBAGE GRINDER WILL NOT BE INSTALLED ON THE SYSTEM. PROPOSED DWELLING LOCATION 9. NO CHANCES SHALL BE MADE TO THIS PLAN EXIST. WITHOUT PRIOR APPROVAL FROM CHRISTOPHER PROPOSED SEWAGE SYSTEM LOCATION /9?D HYDRANT COSTA & Assoc. 10. DIG-SAFE SHALL BE NOTIFIED FOR THE PROPER LOCATION OF EXISTING UTILITIES PRIOR TO ANY PARCEL 36 OAEXCAVATION. ff & CHERRY STREET PARCEL 129-4 OF SERVICED WITH TOWN WATER PLAN VIEW SCALE: 1"= 20' 0 BARNSTABLE, (COTUIT) MASS. BI HRI OPHER SCALE: AS NOTED DATE: 8/5/97 CROCKER L) 814 STA LEGEND No. 31305 DRAWN BY: J.A.B. CHECKED BY: C.C. JOB NO.: PROP. SPOT ELEV. 52X5 T EXIST. SPOT ELEV. =' 51 .23 CHRISTOPHER COSTA & assoc. PROP. CONTOUR 5 2 EXIST. CONTOUR ASSESSORS MAP #18-PARCEL # 36 P.O. Box 128 465 Main st., East Falmouth, Ma.