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Home My WebLink About0685 SANTUIT ROAD - Health j 685 'Sautuit,;Aoidur, Cotuit �-- - - — ----- --- -- --- - --- A===.0.06= 025 i /TOWN OF BARNSTABLE LOCATION 6 7f 19 SEWAGE # 3 y3 VILLAGE �ir��'� ASSESSOR'S MAP & LOTaLo—S INSTALLER'S NAME&PHONE NO. �ir�e%T�. �pii��rc� .av/ ��g 79?G SEPTIC TANK CAPACITY /SOG G�9L LEACHING FACILITY: (type) 3'00 el( C4,vi.1 (size)/3'y 7311'�J e NO.OF BEDROOMS BUILDER 0 OWNER PERMTTDATE, '�'9'd� COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5—f Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Sd Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by /� � LeAt L�nc�w.•-.�3 78' G/9 No. ��'� 1 Fee computer: THE COMMONWEALTH OF MASSACHVSETTS Entered in com p Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zippricatton for Migotaf *pgtem Congtruction Permit "1 X Application for a Permit to Construct( )Repair( )Upgrade Abandon( ) LJ Complete System 1:1 Individual Components Location Address or Lot No. r-a Owner's Name,Address and Tel.No. 6'5�� Assessor's Map/Parcel Installer's N e,Address,and Tel.No. Designer's Name,Address and Tel.No. o�1/v41Co,C6,> 6aae, may. 77/—P Type of Building: Dwelling No.of Bedrooms Lot Size 3 3 ZL$sq.ft. Garbage Grinder(�D Other Type of Building 16,0W l No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 14 gallons per day. Calculated daily flow �7� gallons. Plan Date Number of sheets Revision Date Title , ,$.* ,je / 4 9 S Se2VItll Size of Septic Tank /��i'—®� Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) mil 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 is B ar Hea i. Signed Date Application Approved by � Date Application Disapproved for the following reasons Permit No. Date Issued 77 No. W 1 +- +-c. Fee JCJ� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 2� 2pplication for MiZpOal bp! tem Congtruction Permit Application for a Permit to Construct( . )Repair( )Upgrade Abandon( ) LJ Complete System D Individual Components Location Address or Lot No. � Owner's Name,Address and Tel.No. Assessor's Map/Parcel 4// Installer's Ng'e,Address,and Tel.No. G• Designer's Name,Address and Tel.No. 1114 7 7/~A3�� Type of Building: Dwelling No.of Bedrooms Lot Size 3 3 Z6-gsq.ft. Garbage Grinder(4 7 Other Type of Building /'lP. 5 . 91WOPNo.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 1l gallons per day. Calculated daily flow 7 7� gallons. Plan Date 7 2 Number of sheets Revision Date + k Title 0 /2� .. r rSI le /aW O 6 SS Size of Septic Tank Type of S.A.S. 3 �Qz9 5ip,l i I Description of Soil! Z_ Nature of Repairs or Alterations(Answer when applicable) i Date last inspected: Agreement: i 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 t is B ard Health. Signed Date Y7./e-/�2 'i l Application Approved by _ _� L� Date Application Disapproved for the following reasons { j Permit No. Date Issued ————————————————————————————---—---——— --- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTTXY,that th On- ite Sewage Disposal System Constructed( )Repaired ( )Upgraded(«� Abandoned( )by at a)X7 has been constructed in ac ordance with the provisions of Title 5 and the for Disposal System Construction Permit No.� ZL��dated /12� 0? Installer Designer The issuance of this permit shall not be construed as a guarantee that the system w11 functio as esigf'ed. (� Date !!<n<C x . Inspector��l a � Q c .---------- No. l� Fee THE COMMONWEALTH OF MASSACHUSETTS , PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS F, 1=i2;po5a1 *p5tem Congtru Lion Permit Permission is hereby granted to Construct( )Repair( )Upgrade( I AAbandon,( ); ' 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. Provided:Construction must be completed within three years of the date of this permit. Date: &1 b�. Approved by �R a I Y /TOWN OF BARNSTABLE. LOCATION 6 gS— ��`�• �� SEWAGE# -3`/ . VII,LAG ASSESSOR' S MAP & LOTa�Q/029 INSTALLER'S NAME&PHONE NO. 1�.511114a r/ 90�'891G SEPTIC TANK CAPACITY I faa GAL LEACHING FACELrrY: (type) roa Cal 64o4Y-4=) /�/ (gize)/3')e 33,,r NO.OF BEDROOMS ' BUILDER O OWNER PERMITDATE: 'S'�9 0� COMPLIANC]✓ DATE: Separation Distance 4etween the: a Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 5 Feet Private Water Supply Well and Leaching Facility (If any wells exist Sd 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 �g sod• O . O L/p TOP FNDN. AT EL. 28.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: AH OJALA, PE 26.0' MINIMUM .75, OF COVER OVER PRECAST /� WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 25.5'C DAVID STANTON� WITNESS: 2' DOUBLE WASHED DATE: PEASTONE�\ 7/30/02 I RUN PIPE LEVEL < 2 MIN INCH LOCUS IOPOSEDIFOR FIRST 2' 3' MAX. PERC. RATE -500�fP LLON SEPTIC , 23.0CLASS SOILS P# NK (H- 10 > GAS �Ro BAFFLE 22.49AS 000 22.32' 0 0 Cl 22.21 [] [] [] Q m mmm [] �' t4' AROUND C M2 % SLOPE) �, 6' CRUSHED STONE DR MECHANICAL go 0 m m Q L� C] 4 ELEV. �, C❑MPACTION. (15.221 123) ftliB 2 0 0 Q 0 {� 0 20.21 25.7 7„ FILL 4 DEPTH OF FLOW = 4' ( 2 % SLOPE) ( 1 % SLOPE) TEE slzEs= 3/4' TO 1 1/2' DOUBLE WASHED STONE A INLET DEPTH = 10" LS 14" 8" IOYR 4/1 OUTLET DEPTH = ` LOCATION MAP NTS E FOUNDATION- 16' SEPTIC TANK 63' D' BOX 13' LEACHING FS ASSESSORS MAP 6 PARCEL 25 FAC"LiTY 5' 13 10YR 7/1 B LS 24" 10YR 4/6 23.7' Cl MS 15.2' 51" 2.5Y 5/6 N N N EXIST. WELL + 28.4 MC SAND 'I' I AND GRAVEL + 24.5 -' e;La 70" 2.5Y 7/4 + 5.9 C 3 194.78' o.0 CMS 126" 2.5Y 6/4 15.2' +t .2 NO WATER ENCOUNTERED + 23.8 + + 28.6 LOT 32A + 27.4 NOTES 33,228t SO. FT. + f \ 0.76t ACRES 26,3 iv \ NOT ALLOWED ASSUMED o � SEPTIC DESIGN: (GARBAGE DISPOSER IS > 1. DATUM IS + ' �° DESIGN FLAW+ 4 BEDROOMS (?.?0_GPD) _ "1 CPD _ 2. •-1UrJC?PAI V!AT7R TS Y FXI STINT SHED - ^o + \ ' a USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. + 2 8 27.9\ .o TOWN WATER SEPTIC TANK: 440 GPD ( 2) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 27,$ S. PIPE JOINTS TO BE MADE WATERTIGHT, CONC. f USE A 1500 GALLON SEPTIC TANK 6, CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. + 2�,6 26b C NC. 27.6PATI0 \ LEACHING: N ENVIRONMENTAL CODE TITLE V. PROP. 1500 GAL 5.1'} 6.7 SID ALKS v SEPTIC TANK '6 � 2(33.5 + 12.83) 2 (.74) = 1 �7 7.' THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 9 {NOTE: CESSPOOL 276 / SIDES: TO BE USED FOR ANY OTHER PURPOSE, UNKNOWN) LOCATIONS) ,� 5 BOTTOM: 33.5 x 12.83 (.74) - 31$ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. UNKNOWN) N TOTAL: 615 S.F. 455 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT EXIST. USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED / FROM BOARD OF HEALTH, c c, 6�6 DWELL. .6+ 277 278 EQUAL) WITH 4' STONE ALL AROUND 6.4 28•0' 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS `-4 4.9 + 23.8 S y0 28.1 THS 24 7. 27.1 �S.1G' 28.4 c� + W LEGEND TITLE 5 SITE PLAN ° 3 8.5 8.5 -6 30.1 � PROPOSED SPOT ELEVATION OF 24.2 QP�+�° 8.4 4�.6 > .3 685 SAN TU I T ROAD 100x0 EXISTING SPOT ELEVATION 26.6 + 2 28.7 2g IN THE TOWN OF: 00 26.6 4e28.4 PROPOSED CONTOUR TOWN WATER + 27. ( COTUIT) BARNSTABLE 0 6 N VIP 100 EXISTING CONTOUR PREPARED FOR: BORTOLOTTI CONSTRUCTION KEOHANE 6.4 27.0 26.7 SPA 30 0 30 60 90 2 6. i <'> BOARD OF HEALTH BENCH MARK - TOP OF CONC. BOUND MA 1" = 30' JULY 30, 2002 � SCALE: DATE: ELEV. = 25.5' e APPROVED DATE -K25.4 TOWN WATER off 508-362-4541 fox 508 362-9880 \H Of Mqj. down cape engineering, inc. � ARNE ��yc �� OF I CIVIL ENGINEERS � Oj H. CA � NE y� = LAND SURVEYORS ;a o.26348 ,o� VIL ti T `tE 01 --288 S39 vain st. yarmouth, mo. 02675 --- `� AR OJALA, NA1 DATE