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HomeMy WebLinkAbout0090 EBENEZER ROAD - Health 90 Ebenezer Road Marstons Mills \ A= 123=054 / ,C. V LOCATION � � SEWAGE PERMIT N0. VILLAGE INST LIES NAM!V ADDRESS BUILDER OR OWNER DATE PERMIT ISSUED � � Z DATE COMPLIANCE ISSUED 113 6 Low 3 t z : No. -/ Fee lw�` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 21ppYfcation for 33igoal etn Congtrnction Permit Application for a Permit to Construct( )Repair(, )Upgrade( Abandon( ) ❑Complete System El Individual Components Location Address or Lot No.q0 e Owner's Name,Address and Tel.No. Assessor's Map/Parcel 05 "Y )�4(n e(a�Irge, cam Installer' ame Address, Tel.No. Designer's Name,Address and d Tel.No. Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder(lD Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3� gallons. Plan Date Number of sheets o Revision Date Title Size of Septic Tank -Type ofSA6:S. , Gr��GINEER M T 'm ul Description of Soil INSTALLATION`A�A IN I-ED IN STRICT �rr�nw:ti�ILNCE'l'O PI.ANa Nature of Rep 'rs or Alt erationsr ns r w en applica le) J S uh n a J Date last inspected: Agreement: The undersigned agrees io ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions o Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b i toard of H lth Signed Datd Id L Application Approve r Datel�-13.e%bl Application Disapproved for the following reasons Permit No. 20.,I,W` Date Issued `` a F V•AU '';r; ;a x'' § TOWN 0>r BAZN L� LOCATION:: -1� , SEWAGE#, L'/-- VII,L,ecGE ;---.t 05TL f2cj \�1� ASSESSOR' & LOT L INSTALLER'S NAME&PHONE N(5. d j SEPTIC TANK.CAPACITY r- S'Cl •� 1 c l LEACHING FACILITY: (type) S7 r (size) G1�7 X�- NO. OF BEDROOMS BUILDER OR OWNERff"v;, PERMITDATE: • I©' I b .l I COMPLIANCE DATE: )U L)IL I 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'fi et of leacl�ng facility) , Feet. Furriished by 44 t . - ..0 1� tel.(508)362-4541 939 main street rl 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering civil engineers& land surveyors structural design Arne H.Ojala P.E., P.L.S. Daniel A.Ojala, P.L.S. land court Timothy H.Covell, P.L.S. surveys site planning October 17, 2001 sewage system designs Thomas McKean, RS inspections Barnstable Board of Health 367 Main Street permits Hyannis, MA 02601 Dear Tom: On October 17; 2001, Down Cape Engineering, Inc. performed an inspection of the septic system at 90 Ebenezer Road, Osterville. This is to certify that the septic system was installed in substantial compliance with the approved plan. If you have any questions, please do not hesitate to call me. Yours truly, t Arne H. Ojala,- PE, PLS Down Cape Engineering, Inc. cc: Kim LaForge Rodger Roberts s No. �i/1>/// Y � d' Feel ^ THE COMMONWEALTH OF MASSACHUSETTS„ f Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for �Diopozal *pgtem Con.5truction Permit Application for a Permit to Construct( . )Repair( )Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ne r'• Owner's Name,Address and Tel.No. Assessor's Map/Parcel D �� ✓�' m �.l ff I� 1 �S(SYI Installer's,Name Address, d Tel.No. Designer's Name,Address and el.No. R Jacrx - 'r L� Type of Building: Dwelling No.of Bedrooms�— Lot Size sq.ft. Garbage Grinder(A)3) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures_ Design Flow3�Dq p& gallons per day. Calculated daily flow 336 jpd gallons. 4 Plan Date Q h�, tt Number of sheets �91,. Revision Date Title %tee= 1 j Size of Septic Tank Type of S.A.S. Description of Soil Natu of epairs or Alterations s er when applicable) t 4til- ��U a (� r uh��n oR P a ae� 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 o Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b. ,thi oard of lth. ek Signed- Dat Application Approve Date Application Disapprodfwngon Permit No. ~�lJ�.. x.> Date Issued o"'40 r - ————---————— — THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (tompliance THIS IS TO CE '1FY that th On- ite Sew a Disposal S e Con.tructed( ) Repaired( )Upgraded Abandoned )by F-�� ✓`�5 G U' ��� --� at i nL a V- V6106LQSl(k V has b en constructed in accordance with the pr isAons of Title 5/�d, e for sposal System Construction Permit Igo ' dated . ":5P s4:5 Installer �u," !(-t/ Designer The issuance of this permit shall-not be construed as a guarantee that the system will function as designed. Date + �7 /U g Inspector % ' c THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS mi!6poar *pztem Qcongtru 'on Permit g Permission is herebyranted to 9nstruct Re ' grade( Abando ) System located at �6Jp(Zeo� 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 thi rmit. Date: 1�''' *7-CV, Approved b �� TOWN OF BARNSTABLE E ` LOCATION �® � ✓ �Y' IeV e P SEWAGE # a0V— VILLAG ASSESSOR' & LOT S INSTALLER'S NAME&PHONE N A d SEPTIC TANK CAPACITY eaX-v&jA_ ` J �` �J c LEACHING FACILITY: (type) T r (size) NO.OF BEDROOMS BUILDER OR OWNER � — PERMIT DATE: I I u I COMPLIANCE DATE: 1 V l7 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 �j i TOP FNDN EL, 57.7' PROVIDE (IF REQ'D) SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO j MINIMUM ,75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE <G 2% SLOPE REQUIRED OVER SYSTEM 53.5' Q' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE . FOR FIRST 2' _ < EXISTING 1000 50 5 GALLON SEPTIC 54 0 I L0C1� TANK (H— 10 ) GAS (TEE a 50.0' — _ `� 2' 0 SIDES RE-USE�r 8AFFLE 50.17' QQQ`' S0.0 Roo 28 — 1' ® ENDS 6" CRUSHED STONE OR MECHANICAL 2' COMPACTION. (15.221 [2]) S 14 48.0' DEPTH OF FLOW = 4 ( 12 SLOPE) per' ate' TEE SIZES: 10 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH - 'r CONFIRM SUITABLE TEES (REPLACE IF NECESSARY) OUTLET DEPTH = 14" LOCATION MAP NOT TO SCALE FOUNDATION—EXIST. SEPTIC TANK 31 D' BOX 2' LEACHING 14.4' FACILITY ASSESSORS MAP 123 PARCEL 54 LOT 30 - 43.0'** ** CONTRACTOR TO CONFIRM SUITABLE HIGH GROUNDWATER ELEVATION EXPECTED AT SOILS DOWN TO ELEVATION 43.0' PRIOR EL. 28.E't (WITH ADJUSTMENT) TO INSTALLATION OF ANY PORTION OF 90 r 1SI ID REMOVAL PERIMETERROFLEACH LEACHING FACILITY IF ANY UNSUITABLE SOILS ENCOUNTERED, DOWN TO SUITABLE SOIL LAYER. ENGINEER TO INSPECT AND CERTIFY REMOVAL (IF ENCOUNTERED) STONE rs "� ' 03 `DRIVE a '1 N 1 BENCHMARK NOTES:- EXISTING ,', TAG BOLT #932 HOUSE , FIRE HYDRANT OS. TF a 57.73' * ELEV 56.36' SEPTIC DESIGN:;rJ {GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS APPROXIMATED FROM GIS MAPS �. ` DECK ` p ASSUMED FROM GIS 15' UTILITY y ;)ESIGN FLDW: � ( l__DI: OMS ( 110 GPD) 330 GPD nAl I!�'Ir !P/�! WATER IS __EX1.STING P 1 USE A 330 GPD DESIGN± FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. LO �`� ©WATER MAIN GATE _`;EPTIC TANK: 330 GPD (�) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 / R Y "ES ,` 5. PIPE JOINTS TO BE MADE WATERTIGHT. �g. EXIST. �-o APPROX. LOCATION ONLY SEPTIC V ;p USE A 1000 GALLON SEPTIC TANK (EXISTING) TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. M `' * (RE-USE) v ,aEACHING: ENVIRONMENTAL CODE TITLE V. SIDES: 2(39.5 + 6.83)2 (.74) = 137 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE i a,n;� _ USED FOR LOT LINE STAKING. 1 / 39.5 x 6;83 74 199 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. '� ca BOTTOM: (' ) l / TOTAL: 455 S.F. 336 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT USE (6) HIGH CAPACITY INFILTRATORS WITH 2' STONE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED ._ FROM BOARD OF HEALTH. AT SIDES, 1' AT ENDS AND 14" UNDER 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) FAILED LEACH PIT LOT 1 LEGEND 0 3 TITLE 5 SITE PLAN 35,390 SF± 100.0 PROPOSED SPOT ELEVATION OF _ 100x0 EXISTING SPOT ELEVATION 90 EBENEZER ROAD IN THE TOWN OF: 10o PROPOSED CONTOUR (OSTERVILLE) BARNSTABLE 1 50 a2' - 100 EXISTING CONTOUR PREPARED FOR: KIM LAFORGE { I 30 0 30 60 90 BOARD OF HEALTH APPROVED DATE MA SCALE: 1" = 30' �DAIT LING Ef l � I-1` 2001 GTAL!_ATION AN .y LOT 32 ":w SYSTEM WAS INSTALLED IN S f,: , ANcr TO Pia off 508-362-4541 fox 508 362-8880 �P�ZN DF dd wn cape engineering, inc. /�'� APNE H. 9Cy/ �" P�jN OF OJALA r� FINE r CIVIL ENGINEERS C� +H .A I-A LAND SURVEYDRS No. 30 �� 6348 si S c t��N�rsrEnE �Tati 9 ��P-Q� 01 ---236 939 rain st, yarmouth, mo 02675 ARN ALA, P.E. DATE i � _