Loading...
HomeMy WebLinkAbout0016 EMERSON WAY - Health rp;--i-Ernpemo-�-W-ay -- Centerville A = 188 009 0)),41b,We N0. 1521/3 ORA 0 0 No. 242DO S� Fee.S70 LD THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: r Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yication for Otqooal Opotem Conotruction Permit Application for a Permit to Construct( )Repair Y Upgrade( )Abandon( ) O Complete System El Individual Components Location Address or Lot No. Owner's N e,Address and'Tel.No. /& �rn-e-sow ,,��o�/ G' ors ra��l� �.� I �- od�n�o Assessor's Cr -716 ta�ler's �Add�ss,and el.No. Designer'sN we,Address and Tel.No. QQ -i L=�O iPGIj x,4fe,-Uilt>✓ _ oV3 rri.foelc_e,i-tXel o /vrS vtG Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grindervlp Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 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 applIic ble) �/ Ylf.� - S'i/s�� 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 th Environmen Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by ' o d of Health. S'o'-s— © o Sign Date Application Approved by Date g G Application Disapproved for the following reasons Date Issued Permit No. 3 aos 3 No. Oc-"' Fee 0, 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Z10prication for Migpogal *pgtem Conotruction Permit Application for a Permit to Construct Repair�UPgrade Abandon ❑Complete System ❑Individual Components Location Address or Lot No. Owner's N e,Address and'Tel.No. 1 1!v tt/'lzPN�So�� ul,4� 'Assessor's ap/Parcceel �'t er's ame,Address,and el.No. 5 Designer's Name,Address and Tel.No. aa- _/o S- Eeo ieetj q3 . C- . i o wrSs rv►G•�. Type of Building: Dwelling No.of Bedrooms J Lot Size sq.ft. Garbage Grinder�� Other Type of Building No.of Persons Showers( ) Cafeteria( ) ,.,Other Fixtures Design Flow gallons per day. Calculated daily flow 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 a l lic ble)/l�S /),Gr.� srr1 / /,�r-s L 'd P� TE' Date last inspected: ►� Agreement: rc.y 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 th2fEnvironmenj1 Code and not to place the system in operation until a Certifi- cate of Compliance has been iss ed by o d of Health: Signq# Date S Application Approved by Date 5 g o 3 Application Disapproved for the following reasons Permit No. 3 —'10.S Date Issued S u 3 THE COMMONWEALTH OF MASSACHUSETTS Ob�hsoh BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal S stem Constructed( )Repaired(Upgraded( ) Abandoned( )by b/YI P C_- r2_ at to 5r ea �&, A— has been constructed in accordance with the provisions of Title 5 and the or Disposal System Construction Permit No.a bO 3` a-o 5'dated S-1 00 7 Installer Designer The issuance of this'permit shall not be construed as a guarantee that the sys will function as) s�'g d. Date S t1100 Inspector h ,Ai �• No. ,)CP 3` P0 s Fee )Q41r sort THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 'Wigpogat *pgt m--Con!6truction Permit t` Permission is hereby granted to Construct( )Repair(Upgrade( )Abandon( ) System located at 110 M-e/'5017 WX L� 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. 1\ Provided: Construction must be completed within three years of the date s Date. 5 ��/�3 Approved b.. TOWN O�F/BARNSTABLE �G y LOCATION A�o A0 L'Ob2 If(' SEWAGE # G G2G > VILLAGE efdi/J�h / ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type),;2—S 9 (size)NO. OF OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: -/`/"G v Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leachinu 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 J �-s- - i � + 1 ` re 2 `� �yv Ir^ 3 TOWN OF BARNSTABLE LOCATION A0A'L0X 5U )% GC/ SEWAGE # 63' J T . VILLAGE -d-L% jZ,��la ASSESSOR'S MAP & LOT g 'O INSTALLER'S NAME&PHONE NO. .v, o 7 If 8 '77 SEPTIC TANK CAPACITY LEACHING FACILITY: (type),•-S'-""' 9¢02 G (size) <&-t NO.OF BEDROOMS � � 9 BUILDER OR OWNER ./�ii`—��-� PERMTTDATE: jr- T-6 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility —� Feet Private Water Supply Well and Leaching Facility (lf 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 I J r� l � 1 y r u FLOW PROFILE VENT • � PIPE TOP OF FOUNDATION RAISE COVERS TO WITHIN EL - 37.40 +- 6 in OF FINAL GRADE ONE INSPECTION RISER FOR LEACHING GALLERY 2" LAYER OF 1/8- 1 D-BOX 1/2-� STONE 3" DROP H-20 FLOW LINE 10" = 14 H-20 48" GAS •i�'y4; ;;•• PRECAST BAFFLE ,•;3i ?,pia: ' DRYWELL STONE 6 in BOTTOM OF 32.75 STONE LEACHING SOIL ABSORPTION L-34�50 29.83 SYSTEM BASE 33.00 6 in STONE BASE 30.0o GALLERY 29.50 5.00 it 1500 GALLON (END vlEw� 27.50 34.5 fr SEPTIC TANK 55.5 fr o1 14 Fr 5 fr 12.5 fr b1 ESTIMATED Y 15.10 SEASONAL HIGH GROUNDWATER n p m a o Q) 127.59 f t _ _ 33. OS ft , o 0 m 0 N,j o m-713 C1 n m y cnrp p0 �0 00 Z >vo n \ ,� r3-� m mom _ m N cv> > N �r�o b.s ft m° A O :U ,dCZ` m �oz 7K to f N Ff A - 76.50 f C 3m L ONGFEL L 0 W DRIVE z 3 r-Z O G) v ' O z C G) X o��= m .Am � c,>H � p n m -XI ry L4 �° m Z �` � m m x vmi oo m 0 Cn w CNN N > G—) m y (n y —I O y O m O �o ---1 o r" m m Im� -< Z X n G) ITS v mm�m O m m Z < m�v O y —I _� fTl fl> G0 m(Ti ti O r ., r (� c > o cn Cp Z m 9��q ' °� O O z 0 �tER m v W O Z 77 m G7 C/> .� 9ti F(y ,}, ® O O ^ gNr�� z CO z U O tON(;FRCOW m < _ r3 ® n v Z �z �' > y H'IERSON WAY p�vm� z f— Z _� r vvm� � r— > Z Z Z SOIL TEST LOG DATE OF TEST: APRIL 29 2003 t R DESIGN CALCULATIONS SOIL EVALUATOR: DAVID D. COUGHANOW , RS WITNESS REQUIREMENT WAIVED - NO VARIANCES SOUGHT NO GROUNDWATER. ENCOUNTERED TEST PIT I PARENT MATERIAL: PROGLACIAL OUTWASH DESIGN FLOW: 3 BEDROOMS X 110 GPD - 330 GPD ELEVATION - 33.50 +- PERC AT 78 in : 2 MIN/INCH IN C SOILS SEPTIC TANK: 330 GPD X 2 DAYS - 660 GALLONS WCHES) HORIZON VSDA TEXTURE S(MI JSELL) MOTTLING OTHER USE EXISTING 1000 GALLON SEPTIC TANK IF IS SOUND STRUCTURAL CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) o-12 FILL ' 12-18 A LOAMY SAND 10 YR 4/4 NONE FRIABLE DISTRIBUTION BOX: USE 3 OUTLET D-BOX. 18-42 B LOAMY SAND 10 YR 5/8 NONE FRIABLE SOIL ABSORBTION SYSTEM: A 24 ft x 12.5 ft x 2 ft LEACHING GALLERY CAN LEACH 32444 C MEDIUM SAND 10 YR 6/3 NONE LooSE. 20v. STONES A b o t - ( 24 x 12.5 ) - 300 s f Asdw - ( 24 + 24 + 12.5 + 12.5 ) x 2 - 146 sf Atot - 446 sf Vt 0.74 x 446 - 330.04 GPD USE A 24 ft x 12.5 ft x 2 ft GALLERY. Vt - 330.04 GPD > 330 GPD REQUIRED GROUNDWATER ADJUSTMENT EXISTING GROUNDWATER LEVEL LEACHING GALLERY BASED ON BARNSTABLE GIS DEPARTMENT RECORDS OBSERVED GW: 13.00 CONSTRUCTION DETAIL INDEX WELL: MIW-29 �—DRYWELL UNIT ZONE: D STONE READING: MARCH 2O03 a'-6-x EFF,X DEPTH ' LEVEL: 7.1 � 2 it EFF. DEPTH 24.0 ft ADJUSTMENT: 2.1 f t ADJUSTED GW: 15.10 o � v i tn ui IT N_ NOTES N O 1) GARBAGE GRINDER NOT ALLOWED WITH THIS DESIGN 2.5' 8.5' 2 fT 8.5- 2.5' 2) ALL LINES TO BE SCH 40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. 24.0 ft NOT TO 3) ALL COMPONENTS INSTALLED SHALL MEET THE MINIMUM REQUIREMENTS SCALE OF MASSACHUSETTS TITLE 5 SEPTIC' CODE (310 CMR 15) 4) INSTALLER TO VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. 5) EXISTING CESSPOOLS TO BE PUMPED. COLLAPSED. AND FILLED. OR REMOVED 6) ALL STONE TO BE DOUBLE WASHED AND FREE OF IRON. FINES AND DUST IN PLACE 7) LINES EXITING D-BOX TO RUN LEVEL FOR 2'-0" BEFORE PITCHING DOWN SEWAGE DISPOSAL SYSTEM PLAN 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK -TO SERVE EXISTING DWELLING 9) SYSTE DRIVEIS NOTDVEHICLESESIGNEDTOVER SEPTIC S STEMLO WITHSTAND AR LOADING. DO NOT DONALD & LINDA ROBINSON 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. 16 EMERSON WAY CENTERVILLE. MA 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH ECO-TECH ENVIRONMENTAL SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE-1397 APRIL 31. 2003 2/2