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HomeMy WebLinkAbout0228 SCUDDER ROAD - Health 'der Road `��Jster��ille l A= 140a " ' TOWN OF BARNSTABLE LOCATION 216r ,ccl- SEWAGE# �QRy ap VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. %or- olGAA', ConSjst�� ;Qn $far, 7�t-9�9 SEPTIC TANK CAPACITY I SOO Gu.�lon d . LEACHING FACILITY: (type)2-SOO mil. C-\,gm --m (size)b'X 3v' X 2' NO.OF BEDROOMS OWNER PERMIT DATE: �- 22-,61 COMPLIANCE DATE: , 0 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 �se�,¢� Cnsv^reflna C,1 —COLS - s No. •� Fee e�� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0ppYication for �Ngoar *p5tem Cougtruction permit Application for a Permit to Construct( ) Repair(+f__U*"Pgrade( ) Abandon( ) Complete System ❑Individual Components Owner's Name,Address,and Tel.No.V d�l`� �"�t Location Address or Lot No. 'Ra 074 /y J/!'I�drSo� �1✓c Assessor's Map/Parcel f�/o t j - 7/- d 5-1 T Installer's Name,Address,and Tel.No. /3d�7L6 �' Designer's Name,Address and Tel.No./DO/rJ Z�/- C-4y, &J Y;-,8• /77.,0,/)5 tW9 9-?42-vrY/ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder (� Other Type of Building No.of Persons Showers( ) Cafeteria Other Fixtures Design Flow(min.required) .330 gpd Design flow provided 3 36 gpd Plan Date 4 /`a.-200`7 Number of sheets Revision Date — Title 3^ 5� t 4100 a Ir 22 /1-11 llT ,04 0 Size of Septic Tank /rae> Type of S.A.S. Say Description of Soil 51,� �uti Nature of Repairs or Alterations(Answer when applicable) Jwel✓dt 4. /SGYj G4.� i� /d Sm�'/rc 7`�►v�fj 4 -/�3 /� '� -, Date last inspected: Agreement: . The undersigned agrees to ensure the constr ion and maintenance of the afore described on-site sewage disposal-system in f accordance with the provisions of Title 5 of the n ronmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of� e th. Signed' - Date o 7 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. • '� _5 Date Issued �- No Tt t pia Fee THEXCOMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE,,MASSACHUSETTS Yes application for Migogar *V!9tem Con.5truction Permit Application for a Permit to Construct O Repair(✓}Upgrade O Abandon O L' J Complete-System 0 Individual Components Location Address or Lot No.'ga`6 Owner's Name,Address,and Tel.No.T614'v wrw e'l—A Assessor'sMap/Parcel l�/© �17 1J ` C-1 it/((•e Installer's Name,Address,and Tel.No. ��d✓7Gr�r�' `GJ Designer's Name,Address and Tel No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder (Xllt] Other Type of Building No.of Persons Showers( ) Cafeteria( ) i Other Fixtures Design Flow(min.required) ,3 3o gpd Design flow provided 3 36 gpd Plan DateTa l /Z•-200-7 Number of sheets / Revision Date — Title 5- 5 4r , h n 1.' 2�4 sc /1 R) &S/1 1 J),, 104 Size of Septic Tank /rae-W Type of S.A.S. r,2 S-c0 6.C C-4am/ ,-) Description of Soil Nature of Repairs or Alterations(Answer when applicable) �wc�✓car cr /Scr� G�� /� /o S:p�i� y� /7 a2 — 14—/0 Date last inspected: Agreement: The undersigned agrees to ensure the constt tion and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the.E ironmental Code and not to place the system in.operation until a Certificate of Compliance has been issued by this Board of He th. Signe - Date ���10-7 Application Approved by Date Application Disapproved by: Date for the following reasons �. Permit No. V� 5 Date Issued og'- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (✓) Upgraded ( ) 1 �Abandoned( )by f3ol��/dll� C /wS ,-�.� �o f�. r at .u 7 SGu �c%.� �� es vvi A. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. c�G-7 O'�5 dated j `;� f Installer 1 ,-�yk/A Cd.(T, ,e�i�✓ Designer aa6lK J #bedrooms Approved design flow 336 gpd The issuance of this permit shall not b construed as a guarantee that the system will fun et` n a ,,igned. Date �O� Inspector -------------------------------------- — -- No. CJ - / " ' Fee /�G ✓ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION=BARNSTABLE, MASSACHUSETTS XBtgpo5a1 *pgtem Construction permit Permission is hereby granted to Construct ( ) Repair (✓ ) Upgrade ( ) Abandon ( ) System located at .?- �Cyc1�-ter OS�.•�u i`l P 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 ust be7­7 mpleted within three years of the date of this permit. Date Approve-d-by THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A � m / �C(�J- LI DATA Town of Barnstable Regulatory Services Thomas F. Geiler,Director awsusr�u. Public Health Division 9. ' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office_: 508-862-4644 Fax: 508-790-6304 Installer 8 Designer Certification Form . Date: Sewage Permit#o�� 3s Assessor's Map\Parcel /%O X91 Designer: �Owv\ e i�2Q Installer: bG✓'�/0 1� p Q n `�- Address: l�( 't ► 2 v Address: ys On was issued a permit to install a (date) (installer) septic system at �J d�c R • based on a design drawn by (address) v�2 dated 017 4 (d finer) . 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. "N4 s 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 certified as-built by designer to follow. I�A OF 14gSS9c� �o ARNE N �N r. : (Ins*.1ler's Signature) �ivi A N _ - -- _ No. 30792 SSG I S T .S/0NAI Ea (Affix Designer's Stamp Here) PUBLIC HEALTH DIVISION. CERTIFICATE OF UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE ALTH DIVISION. THANK YOU. i 228 Scudder-Road -Osterville, MA r i Patio Closet Bedroom#3 2'x 5' e 10.5'x 9' Bedroom#2 10'x 12' Living Room 17'x 14.5' i Closet 2.5x2.5 Car Port Bulkhead F Stairs to Basement - i NEW COUNTER Refrigerator ' Counter `t Linen Bedroom#1 I____- Closet Hallway 1.5'x ss 12'x 12' Kitchen Closet Bathroom Sink 12'x 9' 4'x 9.5' Closet 2'x 9' 4 Stove Counter C Counter Washer/Dryer° 00 U J Cabinet Cabinets n Cabinets 5'x 3.5' Front Entrance ,. Installed two new walls (2x4 12" o.c.) to return house to original set-up. Previous owner removed two walls to expand living room. Removed the trapdoor to the basement and installed anew door In the pre-framed wall. Removed the wall in between the Kitchen and Living Room, use a double 2x8 lag bolted together as the header beam with 4 2x4s supporting the span on each side. 4 Purchase Condition 228 Scudder Road Osterville, MA Patio -� - Closet 2'x 6' Bedroom#2 10'x 12' Living Room Closet 2.5x2.5 Car Port Bulkhead TRAP DOOR to Basement Cabinets Refrigerator Counter Counter Linen Bedroom#1 Closet -' - Hallway " 1.5'x 3.5 12'x 12' Kitchen Closet Bathroom l�u/If Sink 12'x 9' 4'x 9.5' Closet 2'x 9' j Stove ,Counter CounterCabinet Washer/Dryer Do .0) J Cabinets Cabinets 4 ■ Front Entrance i I t I i SYSTEM PROFILE NOTES TOP FNDN. AT EL. 33.7' Main St. i ACCESS COVERS TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER TO WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD ACCESS COVER (WATERTIGHT) TO WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING .y 32.0' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.RUN PIPE *31.4' FOR FIRST 2LEVEL OR GEOTEXTILE FABRIC - PROPOSED 1500 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 0 H- 10 29.19 GALLON SEPTIC \ 29.0' 28.94 TANK (H- 10 ) , BAFFLE 28.44' 28.27 p O 0 p O p p p p 5. PIPE JOINTS TO BE MADE WATERTIGHT. 28.2 OpOp O OpOp �QX SLOPE) �6" CRUSHED STONE OR MECHANICAL 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH ( 0 p 0 p p O p 1� ED MASS. ENVIRONMENTAL CODE TITLE V.Z� COMPACTION. (15.221 [2� 2' Q p p (] [� ED p I� 0 1 -1 0 26.2' rev+ DEPTH OF FLOW = 4 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO Se° TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STOVE BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. tit INLET DEPTH = 10 I_ OUTLET DEPTH = 14" ( 1 X SLOPE) ( 1 X SLOPE) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. -56 r LEACHING 6.2' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FOUNDATION 11 SEPTIC TANK 50 D BOX 9 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS MAP *THE INSTALLER SHALL VERIFY THE OBTAINED FROM BOARD OF HEALTH. SCALE: 1" = 2,000't LOCATIONS OF ALL UTILITIES AND ALL 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BUILDING SEWER OUTLETS AND ELEVATIONS DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 140 PARCEL 39 PRIOR TO INSTALLING ANY PORTION OF BOTTOM TH-1 EL. 20.0' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO SEPTIC SYSTEM COMMENCEMENT OF WORK. LOCUS IS WITHIN FEMA FLOOD ZONE "C" AS SHOWN 11.LEGEND REMOXISTING VED OR PUMPED AND FACILITY FI EDHALL BE PUMPED WITH CLEAN SAND. ON DATED COMMUNITY 1992 L #250001 0016 D 100.0 PROPOSED SPOT ELEVATION 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS IS WITHIN AP OVERLAY DISTRICT REMOVED 5' BENEATH AND AROUND THE PROPOSED +100.00 EXISTING SPOT ELEVATION LEACHING FACILITY. 10 -o PROPOSED CONTOUR SYSTEM DESIGN: 100 EXISTING CONTOUR GARBAGE DISPOSER IS NOT ALLOWED w EXISTING WATER LINE I I PER DEED DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD I 111'f TED) USE A 330 GPD DESIGN FLOW 107.92' (COMPU I SEPTIC TANK: 330 GPD (2) 660 I I D� FSHED TEST HOLE LOGS I � � �� �:�� � _ m �� ! I � I LEACHING: ENGINEER: DAVID FLAHERTY, R.S. I CONC.BLK. BOTTOM 30 x 9.83 (.74) = 218 GPD SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD IWITNESS: DON DESMARAIS, R.S. BENCH MARK - CORN. OF I BLK JANUARY 17, 2007 CONC. SLAB EL. = 33.3 PAVED 0 PATIO � DATE• DRIVE o CAR PORT TOTAL: 454 S.F. 336 GPD • PERC. RATE < 2 MIN INCH � I I USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) CLASS I SOILS P# 11580 I 1 WITH 4' STONE AT ENDS AND 2.5' AT SIDES L CONC. C0o AND 5' BETWEEN UNITS 5)I ELEV. ELEV. BLK. WALK � p EXISTING 3 BR � � 0 i 32.0' 0" 2 31.4' I o ! WELLING TOP -� 10 4' MA A A „ F FNDN = 33.7 s. APPROVED DATE BOARD OF HEALTH LS LS =~:t " 10YR 3/2 " 10YR 3/2 ; c.0. T: TITLE 5 SITE PLAN 12 31.0 11 30.5 I mac, of B B LS LS s I cP `: 2 228 SCUDDER RD. 40" 10YR 6/8 28.7' 32" 10YR 6/8 28.7' , ' 20.4' 0 32 f � (OSTERVILLE) BARNSTABLE, MA ' cQ PREPARED FOR C Ci X BORTOLOTTI CONSTRUCTION/ PERC "' N /'/ o LOT ARIBA 31 JOHN BURNETT MS MS , 0 11-898 F t 100 p0 DATE: JANUARY 18, 2007 2.5Y 6/4 2.5Y 6/4 1 30 N�N OF' s �aHo off 508-362-4541 O> °°d. �d �O ARNE yGN fax 508 362-9880 " " Z6i0£ 'ON ° o H. f 144 20.0 132 20.4 � 1IAI3 0 � OJALA v N down cope en gin eerin g, Inc. NO GROUNDWATER ENCOUNTERED �tio 3NN +o�� A N 26348��4 6ssy� o NL�� ! ���-�� Cl V/L ENGINEERS Scale:1"= 20' l�-uiG su v LAND SURVEYORS ` 939 Main Street - YARMOUTHPORT, MASS DCE #06-300 0 10 20 30 40 50 FEET ADAT�E ARNE OJALA P.E., P.L.S. 06-300 BORTOLOTTI-BURNETT.DWG (DDF)