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Home My WebLink About0008 TARAMAC ROAD - Health 11 8 Taramac Road Centerville A 146 012 S0 - UPC 10259 No. H163OR g4. M&stoma# 460 TOWN OF BARNSTABLE , C. LOCATION �� R 114A C AD SEWAGE # Z G 02� ��•� VILLAGE 1//1L e ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 422 C 0 41 5 e'er SEPTIC TANK CAPACITY /o e D r o L,D LEACHING FACILITY: (type) ,2— IJ q)e jV 2LL 3� (size) NO. OF BEDROOMS (-7 BUILDER OR OWNER f�I4 SIe iA PERMITDATE: a COMPLIANCE DATE: IT�� 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 f GJ � J IS�' VAI b�J ; Fee$50.4Ye -// THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pplication for Miquar 6potem Construction Permit Application for a Permit to Construct( )RepairAXA Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 8 Taramac Road Owner's Name,Address and Tel.No.Robert Gladstein CAent�rMvpi,llg,Mass. �L �o�� 8 `Taramac Road Centerville,Mass. ssessor s a arce 02632 Installer's Name,Address,and Tel.No.5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No.5 0 8—2 7 3—0 3 7 7 J.P.macomber & Son Inc. JC Engineering 5 Roundhill BLVD East Wareham,Mass. 02538 Type of Building: Dwelling XX No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3,C;0 gallons per day. Calculated daily flow 2 X 1 1 0=2 2 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) A rl rl i n s tom] 500 gallon l a a r-h i n g chambers rucked in 4 ' of 1 ;�'[" stone_ 25 'X12' 9"X2 ' 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 E vironinental Cod and not to place the system in operation until a Certifi- cate of Compliance has been issu, by this d_ h. Signed Date Application Approved by Date Application Disapproved t e following rea n Y Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSEi S BARNSTABLE, MASSACHUSETTS ' t Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )RepaireM. X,XUpgraded( ) Abandoned( )by J.P.Macomber & Son Inc. at R Po=r3 rei 119, ha been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No r__Md dated Installer J.P.Macomber & Son Inc. Designer JC ngineering INC The issuance of 's 'ermit shall not be construed as a guarantee that the sys em will f�'nction as ddsigne�d.--- Date I 0 Inspector �tNyl — ——— ------------- ysy------------- N..-4 /V �' J� — 1 Fee$50.00 a / THE COMMONWEALTH OF MASSACHUSETTS v PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS MoogarfOtem Conotruction Permit Permission is hereby granted to Construct( )Repair(Xy)Upgrade( )A n ( ) - Systemlocatedat R MaXama#- RoAd rg,ni-or%ti1 le,Mass 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:Constructi eted within three years of the date of ?i— Date: Approved b > � � � PP Y , Fee$5 0.0 0 ' THE COMMONWEALTH OF M_ASSACHUSETTS k., Entered in computer: PUBLIC HEALTH DIVISION -TOWN ORBARNSTABLES MASSACHUSETTS, Yes. Rpplication for �Digoq;af *pgtem Cougtruction Permit Application for a Permit to Construct( )RepaifAX.)o Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 8 Taramac Road Owner's Name,Address and Tel.No.Robert Gladstein Centerri�11 ,Mass. 8 `Taramac Road Centerville,Mass. Assessors ap 02632 Installer's Name,Address,and Tel.No.5 0 8—]7 5-3 3 3 8 Designer's Name,Address and Tel.No.5 0 8-2 7 3-0 3 7 7 J,P.macomber & Son Inc. JC Engineering 5 Roundhill BLVD .13ox 66 CenterVi_jjP,Maqc_;_0?632East Wareham,Mass.02538 Type of Building: Dwelling XX No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures � . Design Flow r,f1 gallons per day. Calculated daily flow 2 X 1 1'0=2 2 0 gallons. Plan Date-,"' "~ Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil- Nature of Repai or Alterations(Answer when applicable) AAr1i n two 5aQ gallon leaching chambers Lacked in 4 ' of 1lt" stone.25'X12: 9"X2' Date,last inspected: Agreement: 7 . 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 E vironmental Cod rand not to place the system in operation until a Certifi- cate of Compliance has been issue y by this d - Signedr Date 11 /5 0 2/ "Application Approved by/ Date •�.; Application Disapproved t e following reas, n� n Permit No. Date Issued t f . y -~ TOWNOF BARNSTABLE �L- i LOCATION e T/R A114 A C AP SEWAGE #A G 02 VILLAGE C eAlreA Y/LG C / 0 2 ASSESSOR'S MAP & LOT 6" I INSTALLER'S NAME&PHONE NO.�J, �lr 4 C 0/N 5 eA,' SEPTIC TANK CAPACITY /-0 e D 0 L,D LEACHING.FACILITY: (type) �r rJ eLL 3, (size) I3 `>L A NO. OF BEDROOMS A BUILDER OR OWNER I4 S� "n PERMITDATE: U COMPLIANCE DATE: { 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 0\ 57 �y' J 3 ✓yams �i� 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS = 95.0'-96.23' GENERAL NOTES /TOP OF FOUNDATION = 101 .6' REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM , 4" SCHEDULE 40 PVC MIN SLOPE 1% 3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE FINISH GRADE OVER D-BOX= 95.8 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION 95.0'-96.0' 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE @ FND. EL.= 97 5� FINISH GRADE OVER TANK EL- - - - __ _ _..---.__. . . . _ _. _ __f ___. . _ __ .__ _ ___ _ - _ _. _ _ _ _ _ _ _____-- - __ _ ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 20" MIN. ACCESS COVER TOP OF SAS - 93.23' PLACE RISERS ON ALL CHAMBERS 36"MAX. 9" MIN. TO 6" OF FINISHED GRADE 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD (TYPICAL FOR 3) 92.40' 36" MAX. OF HEALTH AND THE DESIGN ENGINEER. EXISTING 4" � BREAKOUT EL = 92.90 �„ PVC PIPE 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 2" DROP MIN. PROVIDE WATERTIGHT BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 6" 3" 3" DROP MAX. 3" 9" _ JOINTS (TYIP.) O 00 00 O 00000 000 O 4" PVC IN FROM O oo 0 o0 4. EL PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN ELEVATION = 92.90' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS 93.00' 0 14" �92.75' SEPTIC TANK 4" PVC OUT TO o0 000 00 0o I A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF LEACHING FACILIITY T o00 0 0 0 I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. MI i� 2' oo CD CD � oo� 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 95.37 OUTLET TEE 92.67 MIN. 92.50 6" CRUSHED 'STONE L oo 00 00 0 0 0 � 0 00 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 23.4' 22 ZABEL FILTER OVER MECHANICALLY 40 4 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED MODEL#A1801 HIP COMPACTED BASE -F� �� PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND (GAS BAFFLE ON 4 BOTTOM) 5 25' - ~� 4.9 - � READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED OUTLET DISTRIBUTION BOX (TYP.) WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. TO BE INSTALLED ON A LEVEL STABLE ' GROUND WATER ELEV.- 83.97 12.9' N CONCRETE SEPTIC TANK BASE. FIRST TWO FEET OF OUTLET 90.40 PROPOSED 1 GALLO C PIPES TO BE LAID LEVEL. 2 500 GAL. CHAMBERS 5' MIN. 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.3' MSL OBTAINED LENGTH 10'6" WIDTH 5''8" DEPTH 5'7" CROSS SECTION VIEW FROM CORNER OF DRIVEWAY AS SHOWN ON PLAN. TYPICAL CHAMBER PROFILE DETAILS CHAMBER END VIEW SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION NOT TO SCALE THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE NOT TO SCALE NOT TO SCALE ! - -- --- - - -- AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY TEST PIT DATA DISCREPANCIES TO THE DESIGN ENGINEER. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE m .-r INSPECTOR: STRUCTURES SHALL BE MADE WATERTIGHT. N. SOIL EVALUATOR: Samuel Philos Jensen 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ¢ .y ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN � t� �r k� DATE: October 2. 2002 rn / m ' " SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. kr <- 'r3,� ' " TEST PIT#: 1 ' t a� "" 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS °' 'Am w- { ;' "' ELEV TOP = 94.97' LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH E. ri .� �� ( ELEV WATER= >1 V BGS � CASE THEY SHALL WITHSTAND H-20 LOADING. ` �r� ti � � ,5; PERC RATE = 2 Min/In (Assumed) � 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND o Pl �� '`� " �� FINES. co 'I" ' DEPTH OF PERC = N.A. 14 WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM. SUBSOIL AND � r . per '°& g TEXTURAL CLASS: 1 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES - - -- OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ' ACCORDANCE WITH 310 CMR 15.255(3). 0 94.97' Loam Sand 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES O-A y 10YR 4/2 FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. „r 4" 94.64' 16. PROPOSED PROJECT IS LOCATED WITHIN: s �. Loamy Sand ASSESSORS MAP 146 PARCEL 12 B 10Y R 5/8 jIX b y 17. OWNER OF RECORD: ROBERT S. GLADSTEIN 19" 93.39' ADDRESS: 639 GRANITE STREET � r � r, BRAINTREE, MA 02184 � d _ yw. �t " M-C Sand "%i ro k� h " r. 2 5Y 6/6 C PL,�N REFERENCE: BOOK 223 PAGE 139 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. f. f No Grcundwater or .0, f, 6"OAK". �1 12 PINE Weeping Observed 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY Z LOCUS PLAN FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY �o� 132" 83.97' c 6"PIN 24"PINE a FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. SCALE: 1" = 1000' 12°PINE� o INSTALL TWO 500-GAL _ B.M. 15"MAPLE $"PINE Corner Driveway 2S INFILTRATION CHAMBERS �^. 0- TP1 - SIG DATA Elev. = 100.3' ^ry. r Assumed O :: 7 289, _---- ---0ISTRIBUTIONBOX ` 10"PINE ' $"PINE - X 50 EXISTING SPOT GRADES SHED 5Q EXISTING CONTOUR _ 1 p"OAK 12"PIN. ----- PRO 1500 GA N SE STANK NUMBER OF BEDROOMS (ASSESSORS) 2 50 PROPOSED SPOT GRADES $"pq ? XISTING CESSPOOL NUMBER OF BEDROOMS (DESIGN) 3 (MIN PER TITLE V) 8 _ _ `V $"PINE TO BE PUMPED AND NUMBER OF PERSONS 2 �0� PROPOSED CONTOUR CP FILLED WITH CLEAN SAND DESIGN FLOW 110 GAL/DAY/BEDROOM E../T/C EXISTING ELECTRICAL UTILITIES s'cHEf�rlr h 30' AK I, L TOTAL DESIGN FLOW 330 GAL/DAY GAS EXISTING GAS LINE DECK p , r Cb �� _J - EXISTING WATER LINE \ f #8 1 . , DESIGN FLOW X 200 % = 660 GAL/DAY 2 � �� - TEST PIT LOCATION < EXISTING �t USE 1500 GALLON SEPTIC TANK �P BEDROOM , `v�� Q� (MINIMUM PER TITLE V) O PROPOSED 1500 GALLON SEPTIC TANK � � J� DWELLING `" N . �� T.O.F. - 101.6' ,, INSTALL 2- 500 GAL. CHAMBERS 4" SOLID SCHEDULE 40 PVC PIPE +co l �� ` SIDEWALL CAPACITY DISTRIBUTION BOX �' �; ? (L+W) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAL/DAY 61, MAP 146 ,. 7 y ti • (25' + 12.9') ( 2 ) (2' ) ( .74 GPD/S.F.) = 112.2 GAL/DAY C,O� 500 GAL. LEACHING CHAMBER � of PARCEL 12 4r. 20 600 SQ. FT.± BOTTOM CAPACITY (LENGTH x WIDTH) (.74 GPD/S.F.) = GAL/DAY (25 x 12.9) (.74 GPD/S.F.) = 238.7 GAL/DAY REV. DATE BY APP'D. DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE \ < -� �,� PQ TOTALS: PREPARED FOR: 160 \ � ,73 N�2 23a �OVCI� TOTAL NUMBER OF CHAMBERS 2 ROBERT GLADSTEIN �2.86' " � LP TOTAL LEACHING AREA 474.2 SQ. FT. p, 9 X�" VAN PG l 350.9 GAL./DAY LOCATED AT OG ` q�.�Mr_y� - �x- X-�x""X� 7,_ \V` TOTAL LEACHING CAPACITY FNT '� e _ P 8 TARAMAC ROAD CENTERVILLE, MA 02632 Q SCALE: 1 INCH = 20 FT. DATE: OCTOBER 16, 2002 0 10 20 40 80 FEETI N or�LSD JOHN L. j PREPARED BY CH JRRCHILL Um' JC ENGINEERING, INC. No. 41W7 5 ROUNDHILL BLVD. SSA EAST WAREHAM, MA 02538 LAN � �.�^ _ _ -SITE P 508.273.0377 Drawn By. JLC Designed By: JLC Checked By: JLC JOB No.305 SCALE: 1"=20'