Loading...
HomeMy WebLinkAbout0083 WILD WAY - Health 83 Wild Way Marstons Mills - - A= 127 133 yo -- pt ,C� d T N OF BARNSTABLE LOCATION 1q4- 1 �� SEWAGE # - Oa VYLLAGE L% ASSESSOR'S MAP & LOT O(,,�j- 6Z 1� INSTALLER'S NAME & PHONE NO-"OMPA) —n ( 218�f SEPTIC TANK CAPACITY �ObC� CQ LEACHING FACILITY:(type) j j (size) V 00 ( , NO. OF BEDROOMS PIUVATE WELL OR' -PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: ✓Q DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No ='�3�� ��u9� TOWN OF BARNSTABLE LOCATION' SEWAGE # �tIL'LAGE ASSESSOR'S MAP & LOT ®CO3 ^©n INSTALLER'S NAME & PHONE NO. ��c. 'some r, !I 4EPTIC TANK CAPACITY LEACHING FACILITY:(type) k (.: (size) i w� NO. OF BEDROOMS PRIVATE WELL O PUBLIC WATE BUILDER OR OWNER �'��gr�q nn V��Z �✓� DATE PERMIT ISSUED: /S DATE COMPLIANCE ISSUED: ZD y VARIANCE GRANTED: Yes No ,I `. �� � `�d k b�ti , �i � � D G � - � 3� �a Your Flap s. re tic 3't 'ain- tion, F ' -7 3 m I sot- 'a local_ `emical Q s proper he need `R .f tank are not rpump- Maintenance Record �1 TOWN OF BARNSTABLE � C ATION �,� � f� W SEWAGE # ASSESSOR'S MAP & LOT 2 7 l 3 S i INSTALLER'S NAME&PHONE NO. IA-2 Z Z0b 1 n 6n r\ G GCS�l 33 Tta SEPTIC TANK CAPACITY LEACHING FACILITY: (type) CJ X(n'Y8 `� (size) 3-S l z•S�'� NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: Y—ZS—OG° COMPLIANCE DATE: �—��_y(.9 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 i � t ' o r a No.. ' � Fo1 O 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0(pplication for �h5poar 6pgtem Construction Vertu Application for a Permit to Construct( ) Repair g) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components I Location Address or Lot No. Owner's Name,Address,and Tel.No. 4 2 8—71 2 0 83 Wild Way, Marstons Mills David & Julie Myett Assessor's Map/parcel127/133C00&133TO0 83 Wild Way, Marstons Mills Installer's Name,Address,and Tel.No. 7 7 5-8 7 7 6 Designer's Name,Address and Tel.No. 364-0894 Wm E Robinson Sr Septic Eco-Tech PO Box 1089, Centerville 43 Triangle Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 4 Lot Size sq.ft. Garbage Grinder (10) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd 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) Install a new Title 5 leach system to plans of Eco-Tech, ETE-2334. 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 Environ entaI Code and not to place the system in operation until a Certificate of Compliance has been issued by this Poard of alt /I igned Date Application Approve Date Application Disapproved by: Date for the following reasons Permit No.. t7�U ' Date Issued No. �g �' s' F el O0_O0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .PUBLIC HEALTH DIVISION -"TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rpplication for Bigo.5al 6p5tem Con,5truction'Permit-t-.r_ - Application for a Permit to Construct( ) Repair(&) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components' Location Address or Lot No. Owner's Name,Address,and Tel.No. 4 2 8—71 2 0 r 83 Wild Way, Marstons Mills David $ Julie Myett Assessor's Map/parcel 127/133C00&133T00 83 Wild Way, Marstons Mills 775-8776 364-0894 Installer's Name,Address,and Tel.No. Desi ner's Name,Address and Tel.No. Wm E Robinson Sr Septic Eco—Tech PO Box 1089, Centerville 43 Triangle Cir, Sandwich Type of Building: Dwelling No.of Bedrooms 4 Lot Size sq. ft. Garbage Grinder PO) Other Type of Building No.of Persons Showers( ) Cafeteria( ) 2 Other Fixtures Design Flow(min.required) gpd Design flow provided gpd I Plan Date Number of sheets? 1 i f r Revision Date � "F Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Install, a, new Title 5 leach system to plans of Eco-Tech, NETE-2334. 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 Environ ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board o alt Signed Date 96 Application Approved Date Application Disapproved by: Date for the following reasons Permit No. 1 `-Iw (0 Date Issued ��j ——————————————————————————————— ——— ———————— THE COMMONWEALTH OF MASSACHUSETTS Myett BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( X ) Upgraded ( ) Abandoned(( ))b Wm E Robinson Sr Septic Service 83 WiyId way, viarstons MlIls at has been constructed¢in accordance41,5/ with the provisio f 'tle 5 and the for Disposal System Construction Permit No. cll [00 o p l�dated � Installer (�' �' Designer ( Ci r1 at,)P, #bedrooms Approved design gpd The issuance of this pertni h/� not a construed as a guarantee that the system wtT111 -orT e 'gned. Date / d��� Inspecor -----�---j—(n------------------------------------ NoC�'��-'� `' ^ /� Fee 100.00 Myett THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 'i9;pour *pgtemt Con6truction Permit Permission is hereby granted to Construct ( ) Repair ( X) . Upgrade ( ) Abandon ( ) System located at 83 Wild Way, Marstons Mills and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty r to comply with Title 5 and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date o this p Date '1 /� 6 Approved by Town of Barnstable Regulatory Services Thomas F. Geiler, Director • BARNSTABLE, 109. ,m� Public Health Division ATED r""r a Thomas McKean, Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: q4 Sewage Permit#b� � Assessor's Map\Parcen 27/1 33C00 & 133T00 Designer: Eco-Tech Installer: Wm E Robinson Sr Septic Address: 43 Triangle Circle Address: PO Box 1089 Sandwich Centerville On Wm E Robinson Sr Sept*Q issued a permit to install a (date) (installer) septic system at83 Wild Way, Marstons Mills based on a design drawn by (address) Eco-Tech dated 4-22-06 (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or y certified as-built by designer to follow. OF Mgss9o �A . �o DAVID �, vv ,o D. (Installer's Signature) COUGHkIOWR No. 1093 GIST0' sgNITARiPN (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLUNCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. f Q: Health/Septic/Designer Certification Form 3-26-04.doc Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, 7 Ry 1 i) D , COUG HNOW hereby certify that the engineered plan signed by me dated 40r 1 -'Z, 2.o o G ,concerning the property located at C6 5 W I L I) W meets all of the following criteria: • Two soil evaluations excavated for detailed examination(no hand augering) and two percolation tests shall be conducted. • This failed system is connected to a residential dwelling only. There are no commercial or business uses associated with the dwelling. • The soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimpter method when applicable] Please*Complete the following: A) Top of Ground Surface Elevation(using GIS information) �?.q B) G.W. Elevation 44.0 +adjustment for high G.W. Z = 4 �tS G 6 DIFFERENCE BETWEEN A and B 34 3 \ SIGNED : C:15(6. (�� �S DATE: NOTICE Based upon the above information, a repair permit will be issued for bedrooms maximum. No additional bedrooms are authorized in the future without engineered septic system plans. gASeptic\percexemp.doc ® TOWN OF BARNSTABLE LOCATION 0 Z� SEWAGE# VILLAGE , ASSESSOR'S MAP & LOT ? l3 , INSTALLER'S NAME&PHONE'NO. SEPTIC TANK CAPACITY �G LEACHING FACILITY: (type) N- / � (size) NO.OF.BEDROOMS BUILDER OR OWNER { PERMIT DATE: y;ZS—d COMPLIANCE DATE: �1—ZCo`-y(.9 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 4 r ,,V L(o� � ® 1 L! If as NOTES CONTOURS ` PLAN REFERENCE IO SPRINKLER ROAD c TV CABLE EXISTING - - - - - - - 5m yrA'Orti OF EXCCATATNINSTALLER SSHALL RECONNECT A MINIMAL GRADING PROPOSED PLAN BOOK 433 PAGE 3 ems, tr° SERVICES AFTER INSTALLATION OF THE SYSTEM. ASSESSORS MAP:LOTS: 133C00 & 133T00�8'2� 02� 2 s CONTRACTOR IS ADVISED TO SHUT OFF GAS SERVICE �os� 3 N TO THE DWELLING BEFORE EXCAVATING. AND TO DIG LOCUS W WITH EXTREME CAUTION IN THE VICINITY OF GAS LINE. 2 CONTRACTOR MAY MOVE PROPOSED VENT PIPE TO O ,_ wAy �KIMBERLEY A MORE SUITABLE LOCATION IF DESIRED. v J WA Y 2 h 82 — 83 COTUIT. MA LOCUS MAP NOT TO SCALE DRIVEWAY PAVED I I n SHED 29 i X I LEGEND 33.5 FL x 12.5 FL x 2 FL I 17.6 F `b r u m M-' I EXISTING LEACHING GALLERY I A r M M I m 1000 GALLON - WITH CUT CORNER m-9 I—0 ti t I m SEPTIC TANK SEE DETAIL ON REVERSE + z O Z \ I D-BOX 0 W N ( PIPE I z O I'" TEST PIT I I ( EXISTING O J 7 2 / LEACH PIT O J LOT I V ti J w '�R ` 1� AREA = 21937 sf+- TREE 3 P TO DIAMET IN INCHES, LETTER DENOTESER TYPE O-OAK M-MAFLPLE P-PINE-PINE 83 222.46 f t I '82 83 BENCH MARK TOP OF WATER GATE PLAN � A I ELEVATION = 83.10 / ,/ V BARNSTABLE GIS DATUM _ SCALE: 1 in = 30 f t �yyjNOF�ygss 9 I ogo�� DADVID oyG� L_O W PROFILE ALL PIPE ELEVATIONS SPECIFIED ARE INVERT ELEVATIONS f VENT COUGHANOWR N PIPE No. 1093 TOP OF FOUNDATION RAISE COVERS TO WITHIN 4 15T6��O 6 in OF FINAL GRADE EL = 63.05 +— ONE INSPECTION RISER FOR l S4IV ARC P-j LEACHING GALLERY I�� 82.45 I ^ ' N pry l 2.Z, 2- LAYER OF 1/8- D-Box MAX 1/2" STONE SEWAGE DISPOSAL SYSTEM PLAN /3 DROP g FLOW LINE -79.45 -TO SERVE EXISTING DWELLING 10 14 500 GALLON DAVID & JULIE MYETT 48" GAS--, PRECAST 3/4'-1 1/4- 83 WILD WAY COT IT. MA u YW LL STONE BAFFL E DR E 79.19+— 6 in BOTTOM OF STONE LEACHING SOIL ABSORPTION qaiETE-2334 ECO-TECH ENVIRONMENTAL 17 EXISTING BASE 78.83 SYSTEM 43 TRIANGLE CIRCLE EXISTING EXISTING EXISTING 79.00 �8.�0 GALLERY 1 5.00 ft + SANDWICH MA 02563 506 364-0694 (END VIEWI �6 ��1��� GALLON JAPRIL 22. 2006 1/2 EXISTING SEPTIC TANK 12 f t of 5 Ft 12.5 F [DEPICTED HIS PLAN IS BASED ON AN INSTRUMENT SURVEY AND IS INTENDED bl 13 f E 0 OLELY FOR INSTALLATION OF THE PROPOSED SEPTIC SYSTEM AOJLJSTED = 48.60 HEREON. FOR ANY OTHER CHANGES TO PROPERTY INCLUDING SEASONAL HIGH LACEMENT OF ADDITIONS. SHEDS. FENCES OR SWIMMING POOLS. OWNER GROUNDWATER HOULD CONSULT WITH A MASSACHUSETTS REGISTERED LAND SURVEYOR. T . ATE TEST: SOIL TEST L O G SOIL EOVALUATOR: DARVID D. COUGHANOWR. RS DESIGN C A L C U L A TI O N S WITNESS REQUIREMENT WAIVED - NO VARIANCES SOUGHT 1 NO GROUNDWATER ENCOUNTERED DESIGN FLOW: 4 BEDROOMS X 110 GPD = 440 GPD 1 TEST PIT PARENT MATERIAL: PROGLACIAL OUTWASH ELEVATION = 81.60 +- PERC AT 58 in 2 MIN/INCH IN C SOILS SEPTIC TANK: 440 GPD X 2_ DAYS = 860 GALLONS USE EXISTING 1000 GALLON SEPTIC TANK IF IN SOUND STRUCTURAL DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER CONDITION. IF NOT. INSTALL 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 81.60 DISTRIBUTION BOX: USE 3 OUTLET D-BOX. 0-6 Ap SANDY LOAM 10 YR 2/2 NONE FRIABLE 6-26 B LOAMY SAND 10 YR 4/4 NONE FRIABLE SOIL ABSORBTION SYSTEM: THE LEACHING GALLERY DEPICTED BELOW CAN LEACH 79.43 Abott = (33.5 x 12.5) - (0.5 x 1.5 x 6) = 414.25 sf 26-144 C MEDIUM SAND 10 YR 6/4 NONE LOOSE A s d w = ( 3 3.5 + 3 2.0 + 12.5 + 6.5 + 6.16 5) x 2 = 181.3 7 0 s F 69.60 1 1 1 1 1 Atot = 595.62 sF Vt. 0.74 x 595.62 = 440.76 GPD TEST PIT 2 NO GROTUNDDWATEMATERIAL ENCOUNTER LD OUTWASH USE GALLERY DEPICTED BELOW. Vt = 440.76 GPD > 440 GPD REQUIRED PA :ELEVATION = 82.90 PERC AT 48 in : 2 MIN/INCH IN C SOILS DEPTH SOIL USDA SOIL SOIL COLOR SOIL OTHER (INCHES) HORIZON TEXTURE (MUNSELL) MOTTLING 62.90 0-9 Ap SANDY LOAM 10 YR 3/2 NONE FRIABLE LEACHING GALLERY CONSTRUCTION WITH CUT CORNER DETAIL 500 GALLON DRYWELL 9-38 B , LOAMY SAND 10 YR 5/6 NONE FRIABLE DIMENSIONS AND DETAIL 79,73 SHOREY PRECAST 500 6'-5"x 4'-10"x 2'-9" 38-126 C MEDIUM SAND 10 YR 6/4 NONE LOOSE GALLON DRYWELL 2 F E EFF. DEPTH USE H-10 UNIT LEACHING UNIT OR 72.40 E O U I V A L E N T INSTALL ONE INSPECTION S T O N RISER TO WITHIN SIX INCHES OF FINAL GRADE GROUNDWATER ADJUSTMENT 32.0 f t 7AND INDICATE LOCATION ON AS-BUILT CARD. EXISTING GROUNDWATER LEVEL BASED ON TOWN OF BARNSTABLE +� T GIS DEPARTMENT RECORDS. INDICATED GW 46.00 Lq 0 33 INDEX WELL SDW-253 (V .� �O� 000 1n ZONE B - '- o :0C 0 00 �0000 r t RREADING EADING DATE 48.4CH. 2006 m m D�a�aOOOO�O 0�00 NO T E :S 1 ;�,. , ,ry1 4 ADJUSTEDNGW 48.60 1� 4.0 B.5' B.5 8.5' 0' 33.5 f t 2 1� 1) GARBAGE';�GRINDER NOT ALLOWED WITH THIS DESIGN 2) ALL LINES TO BE SCH .40 PVC AND PITCH AT 1/8 INCH PER FOOT MINIMUM. NTS- 3) ALL COMPONE .IPNSTALLED SHALL MEET THE MINIMUM REQUIREMENTS OF MASSACHUSETTS •TITLE 5 SEPTIC CODE (310 CMR 15) 4) INSTALLE'R"TO' `VERIFY'''LOCATIONS OF ALL UNDERGROUND UTILITIES BEFORE EXCAVATING FOR SYSTEM. 5) EXISTING LEACH' PIT TO 'BE 'PUMPED. COLLAPSED. AND REMOVED. CONTAMINATED SOILS IN THE VICINITY ARE TO BE REMOVED AND REPLACED WITH CLEAN MEDIUM SAND. 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 8) ECO-TECH ENVIRONMENTAL RECOMMENDS THE INSTALLATION OF LOW FLOW FIXTURES SEWAGE DISPOSAL SYSTEM PLAN AND APPLIANCES. AND BIANNUAL PUMPING OF THE SEPTIC TANK 9) SYSTEM IS NOT DESIGNED TO WITHSTAND VEHICULAR LOADING. DO NOT -TO SERVE EXISTING DWELLING PARK OR DRIVE VEHICLES OVER SEPTIC SYSTEM. 10) INSTALLER TO OBTAIN DISPOSAL WORKS PERMIT BEFORE STARTING WORK. DAVID & JULIE MYETT 11) SEPTIC TANKS SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL 83 WILD WAY COTUIT, MA STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON TO WHICH SIX INCHES OF CRUSHED STONE HAS BEEN PLACED TO MINIMIZE UNEVEN SETTLING ECO-TECH ENVIRONMENTAL 12) SEPTIC TANK TO BE PUMPED DRY AT TIME OF SYSTEM REPAIR AND CHECKED FOR STRUCTURAL INTEGRITY. INSTALL PVC OUTLET TEE FITTED WITH GAS BAFFLE. 43 TRIANGLE CIRCLE SANDWICH MA 02563 ETE-2334 APRIL 22, 2006 2/2