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HomeMy WebLinkAbout0210 ANNABLE POINT ROAD - Health I 210 ANNABLE POINT ROAD Centerville A = 211 - 010 a UPC 34 a WASTING$, Ma r r� No. Z Vo Fee + THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: I Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 01ppYication for Mi-4poal *paem Construction Permit 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. 71 / Assessor's Map/Parcel l—I A'. 5t G ' V Installer's Name,Address,and Tel No. Designer's Name,Address an Tel.No. �=G,GLs v//..�� . crJnrs-�; ' �����i✓✓ �Aj2e� �j�^ �3 Ly.✓ R•4',�- � 99 pia f,� �> , . ,� .. Type of Building: Dwelling No.of Bedrooms Lot Sizesq.ft. Garbage Grinder(IKO Other Type of Building Xew , No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flower gallons per day. Calculated daily flow 1_4� gallons. Plan Date Number of sheets Revision Date Title .t/ �os� .L.�JI`�� ,�� / ©!d Cr/�y �P.1o� r✓t61 � Size of Septic Tank —Type of S.A.S. Description of Soil V�✓ Nature of Repairs or Alterations(Answer when applicable) r"� ��, dv Date last inspected: Agreement: The undersigned agrees to ensure t struction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of a of theAth.� nta Code and not to place the system in operation until a Certifi- cate of Compliance has been i is Boazd Signe Date Application Approved by Date el Application Disapproved for the followiodreasons Permit No. �� Date Issued „�- a _..►..Z O . (� e t �` Entered in computer: es � ( THE COMMONWEAL`�TH�OF MASSACHUSETTS 'PUBLIC HEALTH DIVISION — TOWN OF BARNSTABLES MASSACHUSETTS Yes Zipprtcatton for Mt.4pogar *pgtent Congtructton Vernttt Application for a Permit to Construct /)Repair( )Upgrade( Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ?� old 4{/�j y Owner's Name,Address and Tel.No. // q/ Assessor's Map/Parcel A� ���� /�� + ��/”- :, G �,ef/ vQ2H/ clitr// ' Installer's Name,Address,and Tel.No. 6'li Z3� �p� Designer's Name,Address an Tel.No. �Ns� - �G�✓ GAS...- GL�j� `y Type of Building: 13 Dwelling No.of Bedrooms Lot Size 12�sq.ft. Garbage Grinder(41�0 ,i Other Type of Building Ao—e , No. of Persons Showers( )')Cafeteria( ) Other Fixtures . Design Flow gallons per day. Calculated daily flow gallons. Plan Date hIF Number of sheets Revision Date Title _ .f4//,,7;;;� ,c / p/a( (w" Size of Septic Tank ��� Type of S.A.S. AL�� `, �/ Description of Soil c�'l:�G� U�✓ �/�1i1 1 t Nature of Repairs or Alterations(Answer when applicable) _52G_ a- l N o Date last inspected: . \Agreement: _ The undersigned agrees to ensure th struction and maintenance of the afore described on-site sewage disposal system -A m accordance with the provisions of e of the Enviro enta Code and not to place the system in operation until a Certifi- cate of Compliance has been i is Board of e th. / Signe r" i Date r Application Approved by Date y—L Application Disapproved for the following/reasons Permit No. 9/ Z Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certtftcate of Compliance THIS IS TO CE tat/t�e On- ' e Se a Disposa Syste WS ructedt( Re ired( )UpgradedAbandoned( )by f �� PA �Nr'1 at has been constructed in acc�jdtce with the provisions of Title 5 and a for Disposal System Construction Permit No. — Z OD dated y'" Z.a"-'( / . Installer Designer_ M C The issuance of this hernot shall not be construed as a guarantee that the s (' l' ncMionasned fi .Date o g Inspector— Feey B �!/ y , o Z _ O/ p THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mfi6paar *p5tem Congtructton Vermtt Permission is hereby granted to Cons c ( ) epair( )U grade( band9 ( ) System located at ` �"�'�'�/ ✓ /��'�T7 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 be completed within three years of the date of this L Date: y' L G ` Approved by Mom- /�� yd• r 47'TOWN OF BARNSTABLE t LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP & LOT G' INSTALLER'S NAME&PHONE No ` J11A _ SEPTIC TANK CAPACITY / ro 0 LEACHING FACILITY: (type) S -El6 ev .:(size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE:_ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 _. ;. ,.1-.- �' � i6_ �:..�,_.. .__ ��.�.. ,� 2 � � �- ^ 5° ��, y,, � - ,.. - �.rr.�-a.--.,. - ...._ .. _.._.. iF. - m � '? ww A �I � O � {� �,. 4 ,.....�._ a+�.a�w�. ..�.... ..a,,....._. .....� _ _ ...�...._..... ...... __..._.......__..�.._._.� F--- -�.... � / TOWN OF BARNSTABLE LOCATION _�/i(,PcY ( SEWAGE # �� pd i VILLAGE ,ASSESSOR'S MAP & LOT G ' INSTALLER'S NAME&PHONE N0. �x: _-n SEPTIC TANK CAPACITY / 90 a /.. LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER 17 PERMITDATE: COMPLIANCE DATE:��� Z m� Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 'L r r 1 Q 31'-2- s., 31'-2" WOOD PILASTER rao ta• r-1" 9-T'— T.3"— IV-4ln• Q� J_ INSECT SCREEN IN IID WOOD RAIL WOOD FRAMES O LAUNDRY Ia-0 1R• DECK PORCH 1 nwN (10'-0"x 15'-0") (10'-0"x 19'-0") a w I�RANE ROOFING W/ HALL 1:4 MAHOGANY DECXING _ 35'-6" x 9'-4" ox sLEEPERs 18 �" STORAGE ( ) .� a SLIDING GLASS W DOORS ' \ _ z . g�F��� DINING 36-10" (10'-0"x 17'-0") 00 H � UP LIVING s'6• (20'-6"x 16'-0") ai M Sl'-0" z 01 ea 1/2" UNExCAVAT® STORAGE (7'3"�g-0") O `� a MECHANICAL 39'- 12" O/ 0 (14'-2"x 11'-7") KITCHEN rr�� R-! z ® (11'-0"x 17'-8') V W E)CISTI dG CMU SET CID W hi FOUNDATIONW r•+ ® w aUA u s• 26 1 V BEDROOM HALL (10'-6"x 17'-9") (18'-9"x 7'-2") W-9In" ' S'�" CRAWLS CRAWL SPACE In. O O 14'- IR' - SET BATH UTILITY (6'-0' 8'-0") '-10"x T-5") BATH ( '-2"x 8'-3") s- 1• NEW CONC.FOUNDATION . x T-4") 13 ❑ ❑ 4'9" O BLUESTONESTEPS ~'-21/2• •'. i,... :,'a,� Q� W-61/2" 4" — 10'-31/2" iLl 2'-a" \i c. z ,ri BASEMENT FLOOR PLAN FIRST FLOOR PLANI�lt �...,1 f -Y 1 :r1 N WOOD PARAPET SCUPPERS t;. MEMBRANE ROOF— v 1 WOOD PILASTER(TYP. WOOD RAIL (M. O O MEMBRANE ROOF W/ O 1:4 MAHOGANY DBCK ON SLEEPERS SIMINO DOOR BRICK(�IDvIIdEY (V a W MASTER BATH MASTER w „ BEDROOM (5-0 x 9-3 ) (11'-4"x 20'-9") ARC HITEC UPAL GRADE ASPHALT SHINGLES—I Q oc p ,...., e H co CLOSET (8'-7"x 8'-11") , a D ARCIETECIVTALGRADE '` ,./ ASPHALT SHINGLES CLOSET v W 2'-0"x 8'-7 �( aUQ BEDROOM (IT-5"x 12'-6") ` ZMEbMRANB ROOS ! I WOOD PII ASI ER WOOD RAIL i I SCUPPER SECOND FLOOR PLAN h't'cTs rr�T 8 8 � 44ydy' � H \ \ tri \ \ ttt" a W 8 - - 81 tC7 �� Q � 8 I gg R ro \ \ p 0 rO I C ��O z � o 19 \ i z g g o d g g�r ro t h I C. Kenyon, AIA FERGUSON RESIDENCE ELEVATIONS LAKE WEQUAQUET A-3 - CENTERVILLE, MA ___ Date: 15 Nov 99 Scale: 1/8"=1'-0" 1 ARCFII7 EC R1RAL GRADE ASPHALT SHIN �k ATTIC 2 x 6 RAFTERS WOOD TRIM I`� (STAIN AIL SURFACES, O FRONT&BACK) F-"-1 - � w VINYL CLAD INSULATED F""1 WOOD WINDOW F� 2 x 10 WOOD JOISTS W W/9"BATT INSULATION T TYPICAL EXTFRIOR WALL CONSTRUCTION �•/ BEDROOM BATH BEDROOM "sums.ooTiSHRATHINaINSULATION. w LI VAPOR BARRIER&12"GWB INSIDE 00 MEMBRANE ROOFING &FLASHING WOOD PARAPET 2nd FLR Z � ELEV. 53'4 1/2' W ON 12"BATT INSULATION O ...4 a 2 x 12 WOOD JOISTS v 0 SLIDING GLASS DOOR r W N TYPICAL EXTERIOR WALL CONSTRUCTION BEDROOM LIVING ROOM DECK WOOD PILASTER �/ ~ 6"STUDS,16"o.a W7 6"BATT INSULATION, MEMBRANE ROOFING W/ W ' 3/4"PLYWOOD SHEATHING,EXITIRIOR, 1 x 4 MAHOGANY DECKING (T, a U A VAPOR BARRIER&1/2*GWB INSIDE ON SLEEPERS ^ WOOD RAIL (36"HIIGH) 1 st FLR ELEV. 44'-011 rtsw CONC.FDTi CRAWL ACE NEW CMU 2 x 10 WOOD JOISTS 2 x 8 WOOD JOISTS 4 FIRE-RATED CEILING W/9"BATT INSULATION/8"EATT INSULATION DAMP PROOFING& 1"RIGID INSULATION OIID MECHANICAL GWB PARTITION STORAGE STEPPED FIYNS (FIRE RATED) BEYOND ^ DAMP PROOFING& V RIGID INSULATION NEW CONC.SLAB O EXISTING CMU FOUNDATION ON 1"RIGID FOAM FJQS LNG CONC.SLAB WALL&EDDYING(To REMAIN) . B°RW TO RI IN EXST'G BSM'TVRARIPR .-� SLAB b N Gov. EX .EXISTING CMU FOUNDATION WALL (VI.F SECTION A-A & FOOTING(TO REMAIN) - ,y, a a �, o � cq ' - �i• m �11 _ tio- 1 ARCHITECTURAL GRADE ASPHALT SHINGLES INSULATED WINDOW WALL O NEWBRICK ATTIC A L 3/4"PLYWOOD DECK V1 2 z 10 JOISTS W/9"BATT TT� INSULATION WHITE CEDAR SHINGLE SIDING Fr+li V _ WOOD BEAM Z z 2:10 RAFTERS W/9"BA ^ ~ INSULATION II ROOFINGS FLASHING BEDROOM WOOD RAIL � ^" (36"HIGH) �(TTYP CAL®ALL EA z W a 0 d 2nd FLR 0% ELEV. 53'-1 1/2' a, A > � � a � z 2 z 12 WOOD JOISTS .-� 2 z 10 WOOD JOISTS STARED WOOD TRIM TTl BEDROOM HALLWAY UTILITY ROOM w>M CMAR GLE SIDING w ►-a U A TYPICAL EXTERIOR WALL CONSTRUCTION TYPICAL EXTERIOR WALL CONSTRUCTION 6"STUDS,161 ox,W/6"BATT INSULATION, 6"STUDS,16"o o.W/6"BATT INSULATION, 3/4"PLYWOOD SHEATHINO.EXTERIOR 3/4"PLYWOOD SHEATHING,EXTERIOR. VAPOR BARRIER do 1!2"GOVB INSIDE VAPOR BARRIER&IR"GWB INSIDE I li li ///-7 2 z 10 WOOD JOISTS 1 st FLR ELEV. 44'-0" 9"BATT. CRAWL SPACE INSULATION CRAWL SPACE CRAWL SPACE DAMP PROOFING dt NEW CONCJ FOUNDATION DAMP PROOFING&1' ^ 1"RIGID 1NSI1I ATION RIGID INSULATION "OP CRUSHED STONE R.VAPOR BARRIER Dtj N IDOSTING FOUNDATION BEYOND EXST'G BSM'T b CD v; a� SLAB ELEV. 36'-0" �,, 16 aaN SECTION B-B �v.1.F.� :,; ,� . �: :. . � a N N � <f 1� .1 SEPTIC PROFILE TEST HOLE LOGS T.O.F. AT EL. 43,05' Nor ro SCALE) ACCESS COVER TO WITHIN 6' OF FIN, GRADE - ARNE H. OJALA PE ACCESS COVER (WATERTIGHT) TO ENGINEER: /44.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE JERRY DUNNING 2% SLOPE REQUIRED OVER SYSTEM 43.0' WITNESS: :1-NOTE: 2" DROP BETWEEN DATE: OCTOBER 29, 1998 WEQ. LAKE PLUMBING TO BE ERT IN AND OUTLET RUN PIPE LEVEL 2 DOUBLE WASHED PEASTONE,\ RAISED NOFOR FIRST 2` PERC. RATE _ < 2 MIN/INCH LOWER THAN EXIT • \41 .33' INVERT SHOWN (PROP.) PROPOSED 1500 ! 3' MAX. GALLON SEPTIC 140.96,* H-20 FLO DIFFUSORS CLASS I SOILS p 9276 LOCUS 41 .13 40.7 # o TANK (H- l0 ) GAS .. 40.42' BAFFLE 40.59' oo� H-20 40.24 M 0 ED CJ a Cl .5' ® SIDES ( 1 % SLOPE) �6.. CRUSHED STONE OR MECHANICAL (n , 4, COMPACTION. (15.221 (21) ogoo g 0.96 O a !_7 `1`/' ELEV. 4 o DEPTH OF FLOW = ( 1 SLOPE) ( 1 7. SLOPE) o Q� 44.21 ' O" TEE SIZES: 3/4' TO 1 1/2 DOUBLE WASHED STONE INLET DEPTH 10 FILL GT. MARS R OUTLET DEPTH = 14" 12pl FOUNDATION--- 20' SEPTIC TANK 37' D' BOX 20' LErkLHING 5.08' A LS LOCUS MAP SCALE 1" = 2000' Fk`LITY 14" 10YR 3/3 B LS WATERLINE MUST BE SLEEVED IF 10YR 7 4 ASSESSORS MAP 211' PARCEL 10 ' 43 _� * 24 / 42.21 WITHIN 10 OF PROPOSED SEPTIC 34.2' Cl ZONING DISTRICT: RD-1 FACILITY. THIS IS AN APPROXIMATE I YARD SETBACKS: 2.5' LOCATION ONLY MS/COBBLES FRONT = 30' g' 1 .5' 2.5Y 8/4 FD FD FD FD FD ,\ 60 SIDE = 10' R EAR. 10' /, ` SEPTIC TANK TO BE CERTIFIED PLAN REF. - LEACH FIELD DETAIL 4� , C2 NTS .\ FACTORY WATER-PROOF AND JOINTS ( } 46 MADE WATER-TIGHT MS FLOOD ZONE: B & C .45 A��; 2.5Y 8/4 OVERH ELECTRIC -'----... �- � 120 , 34.21 4J I ' 42 - NO WATER ENCOUNTERED NOTES. BASED ON WE UA U T K AT -,- � SEPTIC DESIGN. (GARBAGE DISPOSER IS NOT ALLOWED ) 1 DATUM IS 0 O E LAB DATUM ,(MEAS. ® CULVERT) , LOT A 0 �,� : __ _ 8$ r� ( - 3 DESIGN f-LUW1r. ,;� , ,cam) : �?n c FD EXISTING - G �, -� _ ,,�..:�, �- � _ 2. MUNICIPAL WATER IS EXIST. GAR. To BE REMOVED �, r ^ USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH _`o BE 1, 3 PER F�^". IIr1 12' . 0 & - ' SEPTIC TANK: 330 GPD ( 2 ) 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 5. PIPE JOINTS TO BE MADE WATERTIGHT. -i -G °2 ....... r LOT C USE A 1500 GALLON SEPTIC TANK`L 1 I ---- 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH .MASS. 6 `� �` M LEACHING. (WITHIN 14' TO GROUNDWATER AND 250' TO WETLAND`, ENVIRONMENTAL CODE TITLE V. 0 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE AA= 330/0,75 = 440 SF REQ. ,. ,. USED FOR LOT LINE STAKING. M 440 SF 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. �� W�k warE � � s o E AL � (43 + 1} x (9 + 1) MET PIT � M. TOTAL: 440 S.F. 330 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT . INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED a� -- --- ---- -- PT '��� Q USE 5 FLO DIFFUSORS WITH 1 .5' STONE AT ENDS FROM BOARD OF HEALTH. �� i� AND 2.5' AT SIDES (SEE DETAIL) 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING CESSPOOLS. I^ PAVED RIVEWAY 40.5' ---- - ,\ HOUSE EXISTING / BENCHMARK z� TF = 43.05' .\S,Tp\ CONCRETE BOUND p, , ELEV 34.9' CLEC. . 41,5' .tiLEGEND SITE AND SEWAGE PLAN BASE. SLAB = EL. 36.5' LOT B i' °iFa 100.0 PROPOSED SPOT ELEVATION OF 12,800 sFt �� ;��� . 21 OLD WAY �,� _ p 10014 EXISTING .SPOT ELEVATION 01 IN THE TOWN OF: '�9 100 PROPOSED CONTOUR _ (CENTERVILLE) BARNSTABLE REMOVE ANY UNSUITABLE SOILS WITHIN G4- 100 EXISTING CONTOUR PREPARED FOR: . o GEORGE FERGUSON 5' OF PROPOSED LEACH FACILITY AND REPLACE WITH CLEAN MED. SAND ; �� 20 0 20 40 60 Feet t F I BOARD OF HEALTH WEQUAC JET 38 LAKE MA 1" = 20' JANUARY 4, 1999 L SCALE. DATE. APPROVED DATE _51 WATER @' EL. 33.4' 11/24/98 OF �d ARNE M. OJALA OJALA N'". o No. 8 y try c� CIVIL" H 9 p� No. 30 98-356 r -0JAL , P.E., P.L.S. DATE