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HomeMy WebLinkAbout0145 POND STREET - Health 145 Pond Street J Osterville FIR - r o A = 118 034 ' e e 0 e f ,� No. Fee `$50. 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zipprication for )Diopaal *potent Congtruction permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) KX Complete System []Individual Components Location Address or Lot No.14 5 P o n d S t r e e t Owner's Name,Address and Tel.No. Osterville ,Mass . 02655 Mary Hurley Assessor's Map/Parcel 118/034 Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No5 0 8—2 7 3—0 3 7 7 J.P.Macomber & Son Inc . JC Engineering 5 Roundhill BLVD. Box 66 Centerville ,Mass .02632 East Wareham,MA 02538 Type of Building: Dwelling X X No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder�0) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 31 . 5 G P D gallons per day. Calculated daily flow 2 X 110=2 2 0 G P D gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank 1500 gallons Type of S.A.S. 2-500 gallon leaching Description of Soil 0"-30" Loamy sand , 30"-108" Medium chambers . 25 'X12 'X2 ' sand , 108"-132" medium sand no ground water . Nature of Repairs or Alterations(Answer when applicable) Omit t in g four cesspools . Installing 1-1500 gallon septic tank, l—Distribution box and two 500 gallon lea:ping chambers packed in l " stone. 25 'X12 '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 Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss ed by thi B d ealth. Signed Date 7/2 3/0 2 Of Loo, Application Approved by Date Application Disapproved for the following reaso Permit No. Date Issued �V. No. "" . �` r �r� Fee THE COMMON '$50 F ` � •� x� WE � Ente`r d c� o pater: >'� es y. A TH OF MASSACHUSETTS PUBLIC HEALTH D VISION - TOWN OF BARNSTABLE, MASSACHUSETTS YIv rication for Mtoogar *pztem ConotrVtion Permit Application fora Permit to Construct( )Repair( )Upgrade( )Abandon( } X X Complete System ❑Individual Components Location Address or Lot No. 145 rP b n d ~Street Owner's Name,Address and Tel.No. Osterville.,Mass,.02655 % Mary Hurley Assessor's MapTarcel 118/034' Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name Address and Tel.No5 0 8—2 7 3—0 3 7 7 J.P.Ma'comber & Son Inc. JC Enginewri�ng ' Roundhill BLVD. Box 66 Centerville,Mass.02632 East Wareham,MA 02538 Type of Building: Dwelling X X No.of Bedrooms 2 Lot Size sq.ft. Garbage Grinder�1 0) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3'31 .5 G P D gallons per day. Calculated daily flow S X 110 a 2 2 0 G i. gallons. Plan Date Number of sheets Revision Date y �" Title Size of Septic Tank 1500 gallons Type of S.A.S. 2-506 gallon leaching Description of Soil 0"-30" Loamy sand,30"-108" Medium chambers. 25'%12'X2 ' sand. 108"-132" medium sand no ground' water. - Nature of Repairs or Alterations(Answer when applicable) Omi t t i n g four c e s s p o o l s.Instal 1 i h 1-1500 gallon septic tank. 1—Distribution box and two 500 gallon E leaching chambers packed in IV stone. 25'X12'X2' ` Date last inspected: Agreement: 1� 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 beenAiissdby thi B d o ealth. Signed Date 7/2 3/0 2 Application Approved by .� i At,Date Application Disapproved for the following reasons/' / r� Permit No. Date Issued ----------------------------------=-- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )UpgradedXXX)X Abandoned( )by J.P.Macomber & Son Inc i at 14 5 Pond Street 0 s t e r v i l l a,Mass. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ® i dated Installer J.P.Macomber & Son Inc. DesignerJC E e in r The issuance of the peAmit shall not be construed as a guarantee that the systerh� 614 Q s ned. Date Inspector / _ r ♦ a ` 1 ------------------------- — No. Fee $50.00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS lis po!gar *pgtem Con.5trurtion Permit Permission is hereby granted to Construct( )Repair( )Upgrade_(XX,�Abandon( ) Systemlocatedat 145 Pond Street Osterville Mass. r 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 ,e coFpleted within three years of the date of th' il . PPDate: / (/C7 A roved b � ' Y rf TOWN OF BARNSTABLE ' LOCATICON ISOAL7 S SEWAGE# VILLAGE d S re V/LL (f ASSESSOR'S MAP& LOT -(7 INSTALLER'S NAME&PHONE NO. /,)AC D,44 9 2 R r 22AI SEPTIC TANK CAPACITY Z S O b LEACHING FACILITY: (type) 49A /t ZC1-1-s (size) NO.OF BEDROOMS o� BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: -D.Z 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 1 within 300 feet of leaching facilit y) Feet Furnished by CI* / i 1 m c TOWN OF BARNSTABLE LOCATION /5'S 1'©A1,0 s r " SEWAGE# VILLAGE 4Sred VIZZ e ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. /4 A C 0,44 6 l? r S o SEPTIC TANK CAPACITY r LSD O LEACHING FACII.TTY: (type) 49&Z (,Ze1—z s (size) S' �2 NO.OF BEDROOMS BUILDER OR OWNER RERMTTDATE: COMPLIANCE DATE: :?'/7-62 ff 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 Wedand and tgactgng aci any wetlands exist j within 300 feet of leaching facility) Feet Furnished by V �y 30 O PROVIDE PRECAST CONCRETE EXTENSION 5" DIA. OUTLET(S) _ FINISH GRADE OVER CHAMBERS = 51 •2' - 51 .7' GENERAL NOTES TOF EL.= 50.98 RISER WITH CONCRETE COVER TO WITHIN REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM 6" OF FINISH GRADE OVER OUTLET COVER ' 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= 51 .4 ' 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE @ FND. EL.= 50.5' FINISH GRADE OVER TANK EL.= 51 .0' 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE __ _ __ .---_.____ _---___.,._- ..__--_...___, _____._.__ ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. i 20" MIN. ACCESS COVER 47.7' PLACE RISERS ON ALL CHAMBERS CRAWL PROPOSED (TYPICAL FOR 3) 36"MAX. 9 MIN TOP OF SAS = 48.7 TO 6" OF FINISHED GRADE 4" SCH. 40 PVC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD SPACE M 36" MAX. BREAKOUT EL - 48.2' OF HEALTH AND THE DESIGN ENGINEER. ANY CONDITIONS ENCOUNTERED DURING PROVIDE EXTENTION CONSTRUCTION DIFFERING FROM THOSE SHOWN ON THIS PLAN SHALL BE REPORTED HANDLE 2" DROP MIN. ! PROVIDE WATERTIGHT TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 6" 3" 3" DROP MAX. 3„ 9 I JOINTS (TYP.) oo� oo� oo 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL EXISTING 10" 4" PVC IN FROM O oo O o o BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. 4"Cl PIPE 14 48.05' SEPTIC TANK O 4" PVC OUT TO o 00 00 00 ' LEACHING FACILITY , T oo o 0 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS 48.8'± 48.30 r 12" 2, o0 00 0 0o THAN ELEVATION = 48.20' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. OUTLET TEE 47.97 IN. 47.80 � � � � � � � � � o � 48' 1 0 0 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 0 � 0 0 0 D � ODC�6" CRUSHED STONE � o 0 0 0 22"ZABEL FILTER 6�OVER MECHANICALLY 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. VARIES MODEL#A1801 HIP (GAS COMPACTED BASE 4',. 4' { BAFFLE ON BOTTOM) 1 8.5' typ. for 1 unit I 3.55' 3.55' 4.90' - 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED OUTLET DISTRIBUTION BOX 25'0� (TYP.) PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND 6" CRUSHED STONE TO BE INSTALLED ON A LEVEL STABLE 45.7' �• 12' - OVER MECHANICALLY READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED 0 0 � � COMPACTED BASE BASE. FIRST TWO FEET OF OUTLET > 11' BGS WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH PIPES TO BE LAID LEVEL. GROUND WATER ELEV.= PROPOSED 1500 GALLON CONCRETE SEPTIC TANK � _ 5' MIN. CROSS SECTION VIEW TYPICAL CHAMBER PROFILE 2 500 GAL. CHAMBERS LENGTH 10'-6" WIDTH 5,_8„ DEPTH 5'_7" CHAMBER EN® VIE 8. ELEVATIONS BASED ON ASSUMED DATUM OF 50.00 MSL DISTRIBUTION .BOX DETAIL CHAMBER DETAILS (H-20) FROM TOP OF HYDRANT SPINDLE AS SHOWN ON PLAN. SEPTI TANK PROFILE 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION NOT TO SCALE NOT TO SCALE NOT TO SCALE THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE ....... AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. TEST PIT DATA 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE y j ( STRUCTURES SHALL BE MADE WATERTIGHT. > ~�. INSPECTOR: * ; Ip 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ° ��� SOIL EVALUATOR: John L. Churchill Jr. ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN DATE: July 1, 2002 SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. Off') � TEST PIT#: 1 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH j� # '• � . t; y� ELEV. TOP = 50.96' CASE THEY SHALL BE WITHSTAND H-20 LOADING. 6 s.7 ELEV. WATER = > 1 V BGS 13 DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, UST AND F OU E T, D • € '¢ _ PERC RATE _ < 2 MIN/IN FINES. W. E. �a DEPTH OF PERC = 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND " UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES ;� • '� 1 % ' it ` , TEXTURAL CLASS: 1 OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN s6 " r j 0" 50.96' ACCORDANCE WITH 310 CMR 15.255(3). Loamy Sand a w=Mr+la A 10YR 3,'2 115. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES 50.46' I '� '� '� ,e 6" FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 3 i *� °� a �►° r sw,y B Loam Sand ;- :,u �, ' ; 10YR 5/6 16. PLAN REFERENCES: � � . ; 17 ass, MAP 118 � .: b ` 2.46' �• � I I,, „ 30" BARNSTABLE COUNTY REGISTRY OF DEEDS Medium Sand �wr1 w . PLAN BOOK 149, PG. 111 {: M I _ _ EXISTING 2 PARCEL 034 ". "" , "� I Cl BOOK 150, PG. 61 « � „ r 2.5Y6/4 .F 6 BEDROOM w•'..��. / ��,,, t�`'�a� I - <' Q 6 450 ± s.f. 108" 41.96'., 4 s �1 PROPOSED 1500 GA . .� � �� i n/ 50,6 * €��� �,•�� �; �� 17. OWNER OF RECORD: GARY A. & GIZELLA K. MOON o _ DWELLING ' b i s nnnRc`cc S2 MiNISTERIAI_ C1R11/F SEPTIC TANK -- o WICRAWL SPACE Q A .1 Medium Ss . - 11Y # 145 �• , %"'x ` * r t. `£ 2.5 Y 71L CONCORD, MA. 01742 4670 9TOF 50.71 " . .:. f },., aF r, r 6 No Groundwater 41 PROPOSED `"D , '? --__.._M___ 132" 39.96' FUTURE 8� '66" o _ � ` LOCUS PLAN 1 SCALE: 1" = 1000' PROPOSED LEACHING D D I T I O N ^�, m O AREA W/ 2- 500 GALLON ` DESIGN DATA LEGEND CHAMBERS (H-20) 110 r� 0 o EXISTING CONTOURS BENCHMARK - TOP OF / /� � i 1�,, : i 1 OO PROPOSED CONTOURS c WG CONCRETE BOUND R/ TP#1 � ELEV. = 50•00' ± NUMBER OF BEDROOMS 2 100 PROPOSED SPOT GRADES 50x96 ASSUMED NUMBER OF PERSONS 4 EXISTING WATERLINE DESIGN FLOW 110 GAUDAY/BEDROOM x TOTAL DESIGN FLOW 330 GAL/DAY # }F 0 0 TEST PIT LOCATION (TITLE V MINIMUM IS 330 GPD) o SEPTIC TANK: PROPOSED 1500 GALLON SEPTIC TANK „ " _9 EXISTING DESIGN FLOW X 200 % = 660 GAL/DAY \� �2 PROPOSED: USE 1500 GALLON SEPTIC TANK 4" SOLID SCHEDULE 40 PVC PIPE p4 CESSPOOLS TO BE PUMPED AND FILLED DISTRIBUTION BOX WITH CLEAN SAND INSTALL 2- 500 GAL. CHAMBERS ® 500 GAL. CHAMBER 24" TREE SIDEWALL CAPACITY (L+W) (2 SIDES) (2' HIGH) (.74 GPD/S.F.) = GAUDAY (25' + 12') ( 2 ) ( 2' ) ( .74 GPD/ S.F.) = 109.5 GAL/DAY 1.3 . ; : 18 THE � � BOTTOM CAPACITY il") 7 5) p P (LENGTH x WIDTH) (.74 GPD/S.F.) = GAL/DAY O so (25 x 12) (.74 GPD/S.F.) = 222 GAL/DAY REV. DATE BY APP'D DESCRIPTION Q TOTALS: PROPOSED SEPTIC SYSTEM UPGRADE PREPARED FOR: i TOTAL NUMBER OF CHAMBERS 2 TOTAL LEACHING AREA 448 SQ. FT. MARY HURLEY z TOTAL LEACHING CAPACITY 331.5 GAL./DAY LOCATED AT _-_..._-_. ._.___ __.__.._______ 145 POND STREET RESERVED FOR BOARD OF HEALTH USE OSTERVILLE, MA SCALE: 1 INCH = 10 FT. DATE: JULY 17, 2002 TH Or 0 5 10 20 40 FEET o • JOHN L. ys cHu�. ILL PREPARED BY: JR. CIVIL NO 418.,; JC ENGINEERING 5 ROUNDHILL BLVD. t SITE PLAN - �- � v EAST WAREHAM, MA 02538 SCALE: 1" = 10' 508.273.0377 Drawn By: JLC Designed By: JLC j Checked By: PTM Job No.247