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HomeMy WebLinkAbout0320 LAKE ELIZABETH DRIVE - Health 320 Lake Elizabeth Drive Centerville A 227 034 i r TOWN OF BARNSTABLE _ 7/ LOCA1710N S2C� �� 4 r Z� �h OkAEWAGE # VILI`. E 14-1 ASSESSOR'S MAP & LOT 22q 103 INSTALLER'S NAME&PHONE NO. Z w SEPTIC TANK CAPACITY IS-GO LEACHING FACILITY: (type) S �w D° �S(size) ~ NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: I le)G COMPLIANCE DATE: 1/316 Separation Distance BIetween 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 l Fee No. �6 ?! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprtcation for Migotal bpgtem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. 3 U LhKE E LI i<A13$7H D121 V IR Owner's Name dress and Tel.No. CRA I&VI us 'oV ern Assessor'm-7 el L,Oj .L,Qv /irt a ,i-+n Insr.. e� e Te o. Designer's Name,Address and Tel.No. M-13)D UA CM14� P.O. Soy, 413 w. DEMN)f, m11 6167 v Type of Buil g: Dwelling No.of Bedrooms Lot Size 0 A5 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures' '-i 1 Design Flow "I` o gallons per day. Calculated daily flow gallons. Plan Date 1-( -t)Z- Number of sheets &46 Revision Date Title S 1 r'S ANh kWo69 PLAN Size of Septic Tank 1500 Type of S.A.S. S m TN 11 rw Description of Soil 31)U A- 3D-1 ZD" ME) M lyD Nature of Repairs or Alterations(Answer when applicable) ��SI1PERVISE DESIGNIN_ _ , €F;TIF_YJN WRITING INST D IN STRICT Date last inspected: ACCOr_'_: -:E To Pam' I' Agreement: The undersigned agree e e the cons ction and mai nance of the re scribed to se .age disposal system in accordance with the pr i ' s 5 f the nvironme I Code and o p ce he s n peration until a Ce 'fi- cate of Compliance been sue y Signed Datt _ Application Approved by Date Application Disapproved for the following reakz�/ Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comp Lance ESIGNI G NGI !� THIS IS TO CER FY,that the On-site Sewage Disposal Systerrll lit i � lk--&�(T SgI14 { , _d ( ) Abandoned( )by Ca�A A D ERTIFY IN WRITING ' at 3Zib C.43ke Fh'Z�6644 Dr. vi 1„-r: con d" rdance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer 1P Designer The issuance of thi p it sh 1 not be construed as a guarantee that the system ' __ e S Date Inspector • � No. Fee C/ '* THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: . �i \ Yes PUBLIC HEALTH DIVISION-_TOWN OF BARNSTABLES MASSACHUSETTS 2pplication fov.Migooal, bpztem Construction 3=ermtt Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System +❑Individual Components Location Address or Lot No. 3 ZD LAKE E l l ZA,30 H Drt-1 V E OwwnneresLName A 1dr ss and Tel.No. Assessor's Map/P cel �R-,i1 UV 1 t 1• (Mal �� I ,I, ►, n 2z 3 L O-T �a l r l l 2 A�l t►11-t Ins l er'>i Name Te o. Designer's Name,Address and Tel.No. 3� 6 '7 �3 N U A�mArZ ST- IV) C LE SLAP, 6.46-. d c6ru Iw P. �3ox ut3 w �£NNiJ, mt+ ozd7o Type of Builoi g: l� 1 Dwelling No.of Bedrooms L� Lot Size 16 7 q A sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures h Design Flow " . q q o ` gallons per day. Calculated daily flow gallons. Plan Date 4, 6 Z Number of sheets ()NE Revision Date Title ":j I T-C A► I? 5£WA6;P PLAN Size of Septic Tank_ _ 500 Type of S.A.S. S Ftl W D)r FC401 f 1N17N y fT-d Description of Soil n-30" A 94- 12d' /11 P) .SA n ) 1 d. ell f ii Nature of Repairs or Alterations(Answer when applicable) Date last inspected: -" i Agreement: The undersigned agreges ure the constr tion and mai�t nance of the fore, escrrbed onn ite sewage disposal system in accordance with the pr i i s o Title 5 f the nvironmental Code and r"ro p ce,the s S. -in operation until a Ce M \ cate of Compliance ha been ssu d y J Signe f Dat v' Application Approved by _ / r / Date (., Application Disapproved for the following rea oq Permit No. Date Issued t� t THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( )Upgraded so ( ) Abandoned( )by y Cu 4e4-i 1L- at 3 2b U, —e Dt! -',41- has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated 1/24 0.3 .. Installer I I , Designer The issuance of this p rmit sh 1 not be construed as a guarantee that the system Date Inspector ,C No. _� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS �Mi.5poe;al *pgtem Conwtruction hermit Permission is hereby granted to Construct( -)Repair( )Upgrade( )Abandon( ) System located.at t '� y , 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 permit. Date:_ Approved by TOWN OF BARNSTABLE �y3 LOCATION Z� �^. �it�`sEWAGE # 22 ASSESSOR'S MAP &LOT VILLAGE 3WO INSTALLER'S NAME&PHONE NO. ' SEPTIC TANK CAPACITY t SGU LEACHING FACILITY: (type) /S(size) NO.OF BEDROOMS n BUILDER OR OWNER 63 63 PERMI TDATE: COMPLIANCE DATE: Separation Distance Between the: Feet IMaximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by 40 '�~• m 26 C l w GEMAREST-McLELLAN ENGINEERING July 21, 2003 Samuel White, R.S. Barnstable Health Agent 367 Main Street Hyannis, MA 02601 RE: Lot 25 Lake Elizabeth Drive Craigville, MA Dear Sam: On June 16 & 19, 2003 Demarest-McLellan Engineering inspected the construction of the septic system at the above referenced site. The system has been installed in accordance with the Site Plan prepared by this office dated, 1-6-03. The Contractor installed 6 High Capacity Infiltrator Chambers instead of the 5 flowdiffusors that were specified on our Site Plan. The total capacity of the new leach area layout is 453 gallon/day. If you have any questions or require any additional information please call me at 398-7710. Sincerely, Thomas McLell , P.E. 24 School St. P.O. Box 463 West Dennis, MA 02670 (508)398-7710 `S ASSESSORS MAP: 227 TEST HOLE LOGS NOTES: PARCEL: 34 I. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-) CURRENT ZONING: RB & RC ENGINEER: THOMAS McLELLAN, P.E. 2. MUNICAPAL WATER IS AVAILABLE. BUILDING SETBACKS: WITNESS: LEIGH McCONELL, R.S. 3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. F: 20' S: 10' R: 10' DATE:_ 7-26-02 4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20 1 PERCOLATION RATE: < 2 MIN/IN LOADING SPECIFICATIONS. FLOOD ZONE: B TH-1 TH-2 5. PIPE PITCH = 1,18" PER FOOT, (UNLESS NOTED OTHERWISE). 14.0 15.0 6. FIRST 2' OF PIPE OUT OF D-BOX TO BE SET LEVEL. ELEV. ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE 0/A HORIZON 0/A AMY HORIZON LOAMY SAND LO SAND USE OF A GARBAGE DISPOSAL. 9- fOYR 4/2 13.3 15• fOYR 4/2 13.8 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE B HORIZON B HORIZON STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL LOCATION MAP LOAMY SAND LOAMY SAND HEALTH REGULATIONS. 80" fOYR 6/8 i 11.5 34" fOYR 6/8 122 LOT 25 C HORIZON C HORIZON 9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR 10,740 ± S.F. MEDIUMSAND MEDIUMSAND TO CONSTRUCTION. (0.25 ± AC.) 2.5Y 7 8 2.5Y 7 8 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO L 66" 8.5 72" 9.0 EXCEED 3.0'. 11. ALL UNSUITABLE .SOIL (B HORIZON, APPROX. 34" DEP) WITHIN 5' OF a `" 120" 4.0 120" 5.0 PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH 6. 3 CLEAN MEDIUM SAND. c/, / USCS GROUND HATER ADJUSTMENT: 12. D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. WELL: MIW-29, ZONE: C. ADJUSTMENT: 4.8' Ir w z_ ' Y Lu Z cl)C �16 EXISTING FOUNDATION w _o n / TO BE REMOVED SEPTIC SYSTEM DESIGNCD 40 MIL POLY LINER w ' TOP OF LINER ELEV.= 20.3 Z Sco c BOTTOM OF LINER ELEV.= 16.3 }'c (125' z 4' DEEP) FLOW ESTIMATE: 1� o Z ^�` "y 4 BEDROOMS AT 110 GAL/DAY/BEDROOM = 440 CAL/DAY DECK 8* c ev 15 SEPTIC TANK: 6. 4 - '�,� 16 440 GAL/DAY x 2 DAYS - 880 GAL PROPOSED y / " °p• I .USE 1500 GALLON SEPTIC TANK 17 24' 4 BEDROOM 28' DUELLING 18 TEACHING AREA: FUTURE w ... ' - GARAGE 15 l9 zo USE 5 FLOWDIFFUSORS WITH 4' OF STONE AROUND 04 19 G' �,Q�, ';y - 1. 22 SIDES AND 2' AT ENDS (44' x 12' x 11 DEEP) W'`�'K / Q � C� 21 6' PORCH OUT SIDE AREA: (56) x 2 x 11 12 = 103 (.74) = 76 GAL/DAY PROPOSED DWELLING j5 A,QO BOTTOM AREA: 44' x 12' = 528 SF (.74) = 391 GAL/DAY �s 4 �o►�,Lo0��O CAPACITY - 467 GAL/DAY �. 4114. 6 :`�`: ArPAC,cdr SYSTEM SECTION - ,Q , � :..,. • � , SEPTIC " 14- f. _ 2 PEASTONE / /.• I r�r; :.�:..' O COVERS WITHIN 12" OF 21 BENCHMARK AT r 23.0 FINISHED GRADE 3/4" - 1 1/2" PK NAIL / / I I • .f `�'I TOP OF FOUNDATION TO BEIWITXIN 6" OF GRADE) WASHED STONE ELEVATION = 15.0 14 rx `'rIT 20 1' MIN. 14 00. �l �:[-•-:..t.:.••. '•• .t'" I COVER ry,'. 1 .• 19 ELEV.= 20.3 I i r�• t I E18.8 LEV. o e I I 18 20.34 1500 GAL D„BOX 19.9 �--> ELEV. i4 is I 7 "ELEV. SEPTIC TANK 20.07 (6 OF ELEV. 2'-4' 2-4' 9 1s 20,45 (6 OF STONE UNDER OR ELEV. STONE 44 ELEV. MECHANICALLY COMPACTED) UNDER) 5 FLOWDIFFUSORS WITH 4' OF STONE TEE SIZES: GAS BAFFLE 19.72 AROUND SIDES AND 2' AT ENDS INLET: 6" UP, 13" DOWN AT OUTLET TEE ELEV. (44' x 12' x 11" DEEP) OUTLET: 6" UP, 14" DOWN KEY: SITE AND SEWAGE PLAN EXISTING CONTOUR: APPROVED BY: DATE: PROPOSED CONTOUR: EXISTING SPOT ELEVATION: 25.5 LOCATION rkA �t 320 LAKE ELIZABETH DRIVE c� JOW4PROPOSED SPOT ELEVATION: 25 • �'��' 4;�� ,•TEST HOLE: ' �' ` BARNSTABLE MA CRAIGVILLEUTILITY POLE: . I � �^ FENCE LINE: ',� ° \aQ� `°�� PREPARED FOR: HYDRANT: -� DMA , 3 s: �" °� - ��- �°. '� REEF REALTY RETAINING WALL: ® e ` TREE: DEMAREST-McLELLAN ENGINEERING SCALE:SCALE: 1" = 20' DATE: 1-6-03 24 SCHOOL STREET P.O. BOX 463 REFERENCE: PLAN BOOK 118 PAGE 3 02_33 WEST DENNIS, MASSACHUSETTS 02670 THUMAS McLELLAN, P.E. JOHN Z. DEMAREST JR., P.L.S. DM # - PHONE & FAX (508) 398-7710 PLAN 16 B modFfied ROOF OVERVEW NOT TO SCALE 4 00 REAR OVERVIEW NOT TO SCALE ol .41 FRONT OVERVIEW Lot 25 Lake Iizabeth Drive, Craigville NOT TO SCALE Scale: 1/4"=1'-0" � Drawn by: FOR ILLUSTRATION � REEF REALTY LTD. .--- Date. 12/30/02 .• George Rur=-aS FUIP05E5 ONLY ELEVATION VIEW5 -.-..-41A 1 OF3 PLAN 16 B modified WDW TYPE SIZE DOUGH OPENING DR. TYPE SIZE ROUGH OPENING 1 DOUBLE HUNG 2446 2'-6 1/&" X 4'-9 1/4" A 6 PNL. 5TL DR. •3'-0" X 6'-8" 3'-2 1/2" X 6'-1 D 1/2" 2 DOUBLE HUNG 2446-2 4'-1 1 13/16" X 4'-9 1/4" B SLIDER _ 6068 6-0.. X 6_8. 3 DOUBLE HUNG 2432 - 21-6 1/8" X 3'-5 1/4" C INT. SWING 2-6 X 6-6 2-& 1/2 X 6-& 1/2 4 CASEMENT. CN235 3'-5 1/4" X 3'-5 3/8" D INT. SWING 2'-0" X 6-6' 2'-2 1/2" X 6-=& 1/2" E INT, 13I-PA55 41-0" X 6'-roll 4'-2 1/2" X 6'-9 1/2" KO.'S FOR ANDERSEN WINDOWS, VERIFY ALL MEA5. F INT. BI-PA55 6'-0" X 6'-6" 6-2 1/2" X 6-9 1/2" G PULLDOWN EXCEL&'-9" 25 1/2" X 54" H INT. BI-FOLD 5'-0" X 6-6" 6-2 1/2" X 6-9 1/2" ' J 9 LITE STL. DR. 2'-8" X 6'-8 2'-10 1/2" X 6-10 1/2" 28' K 9 LITE 511. DR. 3'-0" X 6-8" 3'-2 1/2" X 6-10 1/2" ® SMOKE DETECTOR SD 5MOKE DETECTOR PHOTO ELECTRIC ® PHOTO ELECTRIC 10'X8' • d M.DECK 2&' 5' 7'10 3/4 9'1 1/4 513 99 79 106 —4'3 711 — 61 f � .. _ - - - 7' 86 6All ,_,, o ,_ _ 19 6 12'6 . ji 0 O d. �n — -, 0 R d' p 36 O 2'4 ° 0 DINING AREA a WALK-IN0 BEDROOM 3. El 11H I KITCHEN 6'7 x 101 BATH I , , RINSE ; , BATH 8`9 x 10'1 10' x 13'7 2' 62 x 10'1 a.oI 12 1 x 11 3 SHOWER 4'8 x a I 2'x 49 41 LJNJNMT © LI EM; �1) c 0 O - e S'1 x5'9 O c 1'8 z 2 8 1 1 N W HALL 50 ►� JO HALL p ® #1. W 10 X 22#A36 5TL N (2) 1 3/4 X 9 1/2" 11 . 9'2 x 3'2 ® � Q , 17'2 x 3'2 © O BM.FLU5HED ABOVE _ #2. LVL Q.G.BM.ABOVE &7 x z F N - - - - - - - - - - - - - - N N - - - - - - - - - - - - - N IIZ a aA5ET O N 4X6 4X6 4X4 e 4X4 EO 5'1 x r C P05T P05T o POST POST PC - "` - 916 2'6 3 6 316 9' �t- 516— 3' — 3'6 1 N m LIVING RM.12'1 x 13 BEDROOM 1 . O '7 1 1'7 x 17'1 BEDROOM 2. � � BEDROOM 4. 1/2 WALL TO 5TH 12'1 x 13'7 117 x 1 1'3 REx MPM CAP&MOU D. n 12' r 3'6 1216 16, 12' 64 1/4 7'9 7'9 ��-6'4 1/4 6'3 �I 7'9 7'9 �I 6'3 O MAHOGANY IQ 0 0 0 PAINT QUAUTY DECKING a 'FARMERS PORCH 4 X 4 P05T5 25' RAILINGS(f1rP.) 275 x 57 W/PINE TRIM DO DC DO 3 ; sTF 2&� 1539 5.F. LIV.AREA, 168 5.F. FARMERS PORCH & &0 S.F. WD. DECK 1 SECOND FLOOR PLAN- 3 _ 755 S.F. LIV. AREA Lpt 25 Lake Elizabeth drive, Craigville FIR5T FLOOR PLAN Seale: 1/4"=1'-0" Drawn by. REEF REALTY LTD 764 S.F. LIV. AREA Date: 12/30/02 • George Ru55a5 15T & 2ND FLOOR FLAN5 A2 OF3] PLAN 16 e modified 28' 10"50NA-TUBE FTGS.48" . . BELOW GRADE(TYF.) NOTE I XLE.J5T5.®PARTrr&S RUNNING �� DECK PARALLEL TO J5T5.&GABLE RIM J5T5. OK USE SOLD BRDGING®4' ABOVE O.C.FOR PLUMBING ACCESS CM.) 12'11 15'1 FULL.FOUND.HT. a. a b"X T-10"CONC.FOUND. ( I d WALLS ON 16"X 9"CONC. Lo SPREAD FTGS.W/KEY 4"CONC.RX OVER I i COMPACTED 5011.5 o i Pm.RIM J5T5.W/ (2)4"LALLYCOLS.ON N METAL HANGERS 66-6"X 36"X 12"CONC. a I ABOVE WPWS.(ryP.) SPREAD FTG. I I I t 6'2 5'10 3'6 6'1 65 d o I I I I I I 1 I I � 4- -(--� -� _ I N N BM. — 1 L — — — — --I L — — J F I I o PKT. 05r (3)2 X 12 WV. I 3 1/2"LAI.LY COLS.ON BIRD.(TYP.) I 50"X 30"X 10"CONC. I SPREAD FIGS.(TYP.) I 01 o Z 21,X 6 FULL HT.WALL W/ I I o a I O O FROST FTGS.BELOW FLR. x 0 FULL PROF 5ECT10N I sY IL - - - - - - - - - - - -- - - - - - - - - - - - - - - I L7 - - - - - - - - - - - - -- - - - - - - - - FULL FOUND.HT. O SMOKE DETECTOR W. PORCH 12"50NA-TU13E ON 20"X A5OVE 20"X 10"FTGS.48" BELOW GRADE(TV.) 1 A3 FOUNDATION FLAN Lot 25 Lake Elizabeth Drive, Craigville CK0555ECTION Scale: 1/4"—V-0" Drawn by: 1 Date: 12/30/02 REEF REALTY LTD. George Ku55a5 FOUNDATION & SECTIONS A3 OF3