Loading...
HomeMy WebLinkAbout0006 PLEASANT HILL LANE - Health LYA LEASANT HILL NNIS 308 022 y e P C o , n 0 5 0 0 ^ LE 6� vo TOWN OF BVNSTAB. LOCATION SEWAGE # 1.101 7 / VILLAGE 1;j ASSESSOR'S & LOT INSTALLER'S NAM R PHONE N SEPTIC TAR CA�CTTY LEACHING FACILITY: (type) (size)! SC NO.OF BEDROOMS X BUILDER OR OWNER ) PERMITDATE: 1 COMPLIANCE DATE: O1 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 any wetlands exist e within 300 feet of leaching facili Feet Furnished by F . r f COIIA . •, cif U �, G _•_. t.. Town of Barnstable P# Department of Health,Safety,and Environmental Services �I"ME , Public Health Division Date 367 Main Street,Hyannis MA 02601 BARNMBIF, - MASS. °rs1639. " Date Scheduled&0 440) ��OK)Time Fee Pd Soil Suitability Assessment for Sewage Disposal. ✓� Performed By:_10�A Lk J& 2M r(►1 ee((1 N!X Witnessed By: 12Q/\)N CJ'pA/V Y i b LIGATION& GENERAL IIVFQRMAIIQN b Location Address / �. wner's N mJ 6ae o R (`~., / kTrF+'''L M--rO Address Assessor's Map/Parcel: " j 11 s Engineer's Name /� -0 1 8 t✓ O cf� pow 4 NEW CONSTRUCTION REPAIR Telephone# 7- -45- Land Use ktet.2 Slop % es( ) O �Surface Stones NOti1�__ Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) too 5- pL�F�S I�uvT H)LL L A N SNVO 5'AQ 6z(Z Parent material(geologic) G vFl4,l�S( �AL ��/ Depth to Bedrock 3� Depth to Groundwater: Standing Water in Hole: N oN`C-- Weeping from Pit Face N Estimated Seasonal High Groundwater .. DETE NATION FOR:SEA.SONA , IG'�T'UVATER TABU Method Used: Depth bbserved standing in obs.hole: u0 W k'ce in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# _ __. Reading Date: Index Well level Adj.factor Adj.Groundwater Level . . . .. rP S. :. .; . N Observation Hole# Z Time at 9" I( Depth of Pere Time at 6" Gb Start Pre-soak Time @ to � ^/ Time(9"-6") 0 , End Pre-soak �Z ZZ�� Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back j Copy: Applicant DEEP O$SERVATION HOME LOCInle##�_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency-°°Gravel) /L.. 27 L io Y&Y/ DEEP OB�ERVA,TIQN HOLE LOB Hale#_ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) ° (USDA (MunselQ Mottling (Structure,Stones,Boulderes. Consistency.%Gr vet /w19L z 4 -izC/ DEEP OBSERVATION HOLE LOG Hole#. Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. C n istene °o Gravel DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency,%Gravel) x r_ Flood Insurance Rate Man: Above 500 year flood boundary No_ Yes x Within 500 year boundary No— Yes Within 100 year flood boundary No_ Yes Depth of Naturally Occurring.Pervious Material Does at least four feet,of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? >°G If not,what is the depth of naturally occurring pervious material? Certification I certify that on -?/- (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature '% 6� G" '7 Date Zc) 06) No. a c6 d Fee THE COMMONWEALTH OF MASSACH'USETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Application for igozal *p6tem Construction Vermit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) $!$Eomplete System ❑Individual Components Location Address or Lot No. j fl Owner's Name,Address�and Tel.No. � —� Assessor's Map/Parcel 3 6 C/ /�e d 2�-- Installer's Name,Address,and Tel.No. V! � q Designer's Name,Address and Tel.No. -399 f 1� Cep-JaWRIP E4t weer' �.^ Q, n D Type of Building: Dwelling No.of Bedrooms Lot Size ���sq. ft. Garbage Grinder( ) Other Type of Building 7 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 applicable) 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 Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been ' e by this Board of ealth. Signed V Date Application Approved by IVl MY Date o?ci? Application Disapproved for the following reasons Permit No. j 77 Date Issued IYg Y�-"_ �+` `'" T � `'��Sw�.,bE�' .' .- "=$Ss -r� 'ar,'NOR ; MINN. 1111111� I TONOW M WN ot BARNSTABLE LOCATION L;IY� �t SEWAGE #� _ I 1 VII.LAGE, . V � ASSESSORS &.LOT 3'9 - -T�' INSTALLER'S NA-t PHONE N . '� _� SEPTLC TANK CAPAC fr .. LEACHING FACII.TTY- (type) 4 vJUl!/1 (size) NO.OF BEDROOMS BUII..DER OR OWNER, PERMIT DATE: ` '7 1. COMPLIANCE"DATE: . :. .: Separation _ p ation Distance Between fhe: Maximum Adjusted Groundwater Table and,Bottom of Leaching Facility Feet Private Water S.upply'Well and Leaching Facility (If any wells exist:: on,site or.within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility any wetlands exist :.within 300 feet of feaching.facili Feet _- Furnished by - - T.- - - --- - - f c do u j Fee . THE'COMMONWEALTH OF MASSACkbSVTTS Entered in computer: Yes , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIPPr cation for Oigozar *p4!5tcm Construction permit Application for a Permit to Construct( Re air )Upgrade(rade )Abandon., pp p ( pg ( ( ) $feomplete System ❑Individual Components Location Address or Lot No. Owner's Name,Address hand Tel.No. C� (o Z �Lj Gc v�n i 5 i'YJ Oro C�7�ir� Assessor's Map/Parcel 36� /---e 2Z-. -7 w i Installer's Name,Address,and Tel.No. �`u. -Designer's Name,Address and Tel.No. Vo 3. �� � V•I �4 n ' � �r.. C��c S �` Type of Building: Dwelling No.of Bedrooms Lot Size M), 12J-a sq. ft. Garbage Grinder( ) Other Type of Building >i' No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title i Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i d by this Boar of Walth. Signed Date Application Approved by ~ l.A01U6- C.t''` X.. LEA1401 fr Date �c� d y Application,tDisapproved for the following reasons Permit No. CQ�)o Date Issued/d 9- ----------------------------------------- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliancc THIS IS TO CERT�, that the On-site Sewa a Disposal System Constructed( Repaired ( )Upgraded( ) ~^" Abandoned( )by d at 06 f\JT has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ;9nQ J—/77 dated - Installer Designer The issuance of this e t shall not be const'rued as a-,guarantee that the system unct' a igned. Date Inspector ---------------------------------------- No. ���' '7 7 �. �-� Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mizpozar *p5tem Construction Permit Permission is hereby granted to Construct(L-Repair( )Upgrade( )Abandon( ) - ` System located at I 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:Constructi n 24 mt be completed within three years of the date of this p _ Date: 7/0/ ��Za - Approved by r Yt ,, ri ..se t. Pieffe Harrington -C Ud r e Real Estate Broker Lic. # 137034 March 23/01 Ms Donna Z Miorandi,Health Inapector Town of Barnstable MA Re: Demolition permit. Property location: 6 Pleasant Hill LN Hyannis Seller Emily H. Hazelwood, 57 Hopedale st. , Allston MA02134 Buyers:Robert W.Colin & JoaoL.Junqueira Utilities shot off requirements. Water Co. ,775-0063 No water Co. existing connections . Well used. Statement attached. Gas Co. office located in New York 1 -800548-8000 No knowledge of Gas connections . Contact person Shannon Fax 17188582636 Will send a related fax. Electric Cp.1 -888344-7233 Contact :Michele Confirmation of this morning call #20011206606 Fax # 781 -721 -0047 Michele said the State requires 3 waiting days. The digging can start on Wed. 28 at 10AM No further contact needed. Inquiries made this morning by Denise Harrington,R.E.Broker Box 105, Barnstable, MA 02630 Tel. 508-771-6707 O U r-z' s'-Io- 5'-10- ---12� -E E OF DECK ABOVELjj � 12 CONL.FlL1ED SONONBE A'-0'mIN.BELOW GRADE ' 2 i.2 X 8 2 10 FAM J CON,.RIDGE VENT MPMNAL 000) 2 -6 -_-5•-A- 2•-0• Vf 2%10 RIDGE BOARD(TYPICAL) 12 I z 6 'r,LLAR TIES i-o'O.C. DROP TOP OF 1/2- PLYW00 FOUNDATION r 2 X B RIDGE BO D I APPROVED SHINGLE BACKING _ I X 6 STRU15 O Ib"O.C.AS REOD. I NOTE. I �_ ASPHALT OR FIBERGLASS ROOF SHINGLES P FOR BULRHEAD I I BULKHEAp , -T-� 2 x 8'$O 6-O.C. T.2%B'S O I6"O.C. I I LOCATION ' O I)-'1('�F"�F��yF B"POURED CONC.FOUNDATION 2 x b'S 16"O C. NAY VARY �I�II II II II II WALL 0US HIGH WITH A I I I ,i I II II II 9'R-30 BINNIN A A SPHALT FINISH I 'BILCO- -O• J, Ia%0" ON A B- P P.G.FOOTING ttP. I SIZE C I II II II it II - __ _ i _ u _ _________ _ _ ____ _____J I I L__ 11 II t 2%b COLOc. nE5 O 16-OG. I %J STRAPPING - - - - -- - - - - ' O 16 O.C. 1/2'GYPSUu(ttPIC4L) , , Wu I 2 z es o 1c' C. I MASTER NC 4SE 0_ II y II I TYP CAL FIR T FLDOR F AMI G X B'S ® 0. IRH BEDROO HALL BATH DENSITY - 2 CLOSET A E E T N0 I I vUn ASPHALT OR RBERG T)TAL INTE TOR ASE ENi AREA=7 4 .F. I (_L.) 2•x fi5 O 16"O.L. \ 3'-0' J t/2 R-,J . RE UIRE WI DOW AREA t .BO .F. I 1/2-EY.TERIOR PLYWOOD ]'-0 Cl£AR 12 �I KNEE�L/A L,i+,00D SUBTLOOR �i I I�- C 0558 IDGI l AnON(AS EO°. I I _ '- —2 X 65 O 16'OC. 2%8'S O 16"O.C. - I I I J 3/8-PLYWOOD SOfFlI I I 2-zxe's I I W/1/2-PLY. I X 3 STRAPPING O 16.O.C. '-5" '-5' 5'-J 5'- 5' LIVING ROOM>'' 1/2'Gypsum(ttPICAL) - I <X a P.T.POST WHITE ICAL WALL CONSTRUCTION , , _o EW GE<O FOR B a80 IN. EARINiTE CmAR SHIN - I I ' r I , T T -T OPTIONAL - I- II I IPORCH ' ' 6 6'O.C.WITH 2 MP AND BOTTOM iPUTE_)'-6 1 2'S UD WALL , I ' ' i 2%A BEARING WALL ° - L ,L-5/i x fi OECKiN �� HENR-19 3/x"pLYWDDDsuBFL --- 2'0 C NC. LLE EL_2-2%B'S(P.i.) ,' CN 2' 6'X 2- X 10 2 x 6'S o 16'O.C. —2 x B'S o 16'o.cUR D C NC.F00 NC .) 2 x 6 P,i.SILL W/SILL SEAL e-2 x 10,5 WOOD BEAM I I II ---- PT Y. � iI P URE CO C. TAB ITH I ____ ___ __ ___ __ _ A _�e eDL______ fOUNDAnON SILL STRAPS o 5'-0 O.C. .F I TF V FOR BAR IER VER •` Im8ED IN CONC. IB-MILT. I I I --- ON RGA IC OMP CTE EPA N( P.) I /0 12-°SONOTUBE NT - 3 1/2-a GONG,FILLED STEEL COLUMN I I --- _-- - % -2" 12 P.C.FOOTI G 11 CH NEY I w e"P.C.FOUNDATION WALL f` 6EYWAY(o0norwL) s a p.t♦:.SL 1 J • B X 6 S e 16'JJ ---------P.T. OL X NL y/ 6IL` POLY APOR BPRR FR 14 6' 16-P,C.FOOR / - -----_--- ----- 1 Non ORCA.Ic WTH� v z x 2-5-%to-Pc.FOOTINGL� ✓ r N 1'..1 0 TIONAL COVERED PORCH I )�T.YPICALTYPICAL .BUILDI�G S�CTIONS�CTION t ( l I P.T.WOOD BEAM P•CONC..FlI}FD SONOTUBE I EDGE OF COVERED PORCH aBOVEI BELAttte­E FOUNDATION PLAN w •, �� D� �,_ SCALE: DATE: PROJ.I'� IIIIr�� nlIIILEV AlFOUNDATION PLAN & 1ST FLOOR FRAMING 1/4 =1'-0' 1—MAR-2001 sass f LD L°� TYPICAL BUILDING SECTION 24' x 34' CAPE SHEET y: JEFFREY A. BARNABY, CPBD -.DEslcmz.19P6 n L i v i n Des'p n s WW1 p K.S NO,—IXPMESSLi R6E 1'LS rtS /"� CERTIFIED PROFESSIONAL BUILDING DESIGNERBID q coumoN uw COp-,. LSE Puxz.TIE R°, 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, MA. STOCK PLAN 685JR° R`°"m4 TEL. 508-888-2747 508-888- 47 LR"°R6°"°I6�LTyAN �°°RD GN,HESL uv'R+c jOSEN s NPRnn°roR,i1E�OS—MU oFwnam°Ni.°f OF s ' 1 0 TMR H UNITU 1 2 3 4 5 6 ] 8 B 10 11 12 1J 14 15 16 6■66 H. IN RI R 1 1 4%66 H.C.INTERIOR - ?8X6S 15 t1TF EXTERIOR 1 28X68 9 LITEE% RI R Q I X66 INTERIOR IFOLD ] 5OX66 INT RI R RIFOI Q U WIN W H vl TR. OTY UNIT A 4 4% 4 1 OV R 1 LL1 4 O X O6OVR Q 10'% 12'P.r.DECK W/H♦.RAIL 3 4 .J X 2 OVERV R 6 > 10'X12' DECK E pp-)) 61 5-0" 12,-8" - 5-J. 6, ^,;i•. .:.i�_ .• '.I 6.-1. 5.-5' 3._). 4'-1' 2.-4 5,-, 7'-' 6"WET WALL OR FSTRAP OR PLUMBINLW�I \�'n•..\ FI n [D EPnoIAL 6GxED cur WINOLW KITCHEN j -'` n}�'\,t-:>� = BATH 'qO _ BEDROOM 42 BREAKFAST `a �L iRE w 9'-10' a.-0' 8 J'-6" 2'-6" 8' t6• 6'-3' )-S' 1 , �' - 6-b „�-e DK MASTER BEDROOM 9 3-fi 6-2 ^ J _ �. 0 6 WRAPPED DPENDIGJ-- fi-fi WPAPPED OPENING �I BEDROOM #1 POPOPEN RAIL(END AT COUNC) DINING / �� I�GEIUNL UNE LIVING ROOM HEARM WINDOW IDCAI ION-1ff vMY O ° o o vI I n n n bi L----- ---I --- --- --- -KICK PLATE 0'-0" 2'-6" 2'-fi 3'-2' 2'-4' 3'-fi" 2'-4' 4'-6" 2'-6' 2'-6" n'-0• J 5 OPTIONALr COVERED PORCH -z" 13-6, xd P.T.POSTS f ST`R OR SIMILAR(TYPICAL) SECOND FLOOR PLAN 7'-0 17.-0' 34'-0' FIRST FLOOR PLAN o GENERAL INFORMATION. U .FIRST FLOOR-LIVING AREA=816 S.F. SECOND FLOOR LIVING AREA=667 S.F. (�1 DECK AREA 120 SF. LLf COVERED PORCH AREA 204 S.F. FIRST FLOOR BASEBOARD= 252 I.F. FIRST FLOOR GYPSUM -28J2 S.F. > 1 N L N, D E �� SCALE: DATE: PROJ. —I—V IIIII ll�� I FLOOR PLANS 1/4"=1'-O" 13-NOV S685 - � 24' X 34' CAPE SHEET y: � JEFFREY A. BARNABY, CPBDDesigns ©u.IN°D.—.I cab CERTIFIED PROFESSIONAL BUILDING DESIGNER Li v I n q D e s i gq n S —DE- HEREHt IXPm65LY RESW S ITS B D STOCK PLAN 5 685 HON—EOMRKirt. 63E PUNS ME KDT 131 QUAKER MEETINGHOUSE ROAD, EAST SANDWICH, HA. ro eE RZonLcm.cHwcm OR cDPlm, C TEL. 508-888-2747 508-888— 747 .NY ERRORb, 6RogP LIESM NTDN rwE3E 4 IPmNc oeirlr+°s RPRIon°ro iHc sr.RT OPK.°T OF Op / ACCESS COVER (WATERTIGHT) TO WITHIN 6" OF FIN. GRADE TOP OF FNDN AT EL. 32.5 ACCESS COVER TO WITHIN 6 OF FIN. GRADE ACCESS COVER TO WITHIN 6" OF FIN. GRADE HY NNI ------ GROUND SURFACE AT EL. 31.8't GROUND SURFACE AT EL. 32.0'f GROUND SURFACE AT EL 32.3't :r MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM t LEGEND SITE LQCU FRQR FIRST LEVEL 2" DOUBLE WASHED PEASTONE�., J�N S 29.51 PROPOSED 1,500 --'.'"--a 29.3� 5�� -) A �W PROPOSED WATER LINE ' 29.2g GALLON SEPTIC 29.04 _ APPROXIMATE LOCATION TANK (H-10) GAS 4 FLOWLINE -1 6- PLEASANT 28.77 r7l C �":�_ 3.5' sips �s" EXISTING CONTOUR HILL �. BAFFLE 29.03` 2$.86' ss�! ® ® 2 ® 27.81' X 31• GRADE NOR H-20 FLOW DIFFUSORS � �; `Z , 6" CRUSHED STONE OR r1 5 PROPOSED SPOT 6-- PROPOSED CONTOUR .� DEPTH OF FLOW = 4 MECHANICAL COMPACTION. (15.221 [2]) 3/4" TO 1 1/2- DOUBLE waSHED STONE; 1 5� TEE SIZES: TH1 SOIL TEST HOLE � 0 M INLET DEPTH = Q MIN BELOW FLOW LINE �' SEE TEST HOLE LOG(S) OUTLET DEPTH - _14" MIN BELOW FLOW LINE �a LO UTILITY POLE cn c�0 (MIN 2% SLOPE) (MIN 1% SLOPE) (MIN 1% SLOPE) 5 81' W. CP EXISTING CESSPOOL MAIN FOUNDATION 11 SEPTIC TANK 1 ' D' BQX - 11 ' LEACHING FACILITY. NOT ALL SYMBOLS MAY APPEAR IN DRAWING 3 SYSTEM PROFILE Locus MAP (NOT TO' SCALE) SCALE: NTS o 80170M OF TH 1 EL. 22.0 4 SEE SOIL LOGS ASSESSORS MAP: 308 PARCEL: 022 $ 'ZONING DISTRICT: RB MINIMUM YARD SETBACKS:* 8 / FRONT = 20' TH1 TH2 SIDE = 10' 82.50' DEPTH M(IN.) ELEVATION (FT,) DEPTH (IN.) ELEVATION (FT.) REAR 10' LOT AREA '2.5 0" A 32.7 PLAN REF; BOOK PAGE 0 A 3 !. 10,126+/- SO. T. AM FLOOD ZONE: C I-,0.23+z- ACRE s / LOAM 1 10 OR 311 GROUNDWATER OVERLAY DISTRICT: AP 12" 10 YR. 3j' , 2;1.5 1 Z" 31.7 SOIL CLASS: ---"--..'� °' - g g *VERIFY WITH TOWN OFFICIALS 29 24 GAL. POURED: IN 5:30 SANDY Lt�AM LOAMY SAND PERC RATE: <2 MIN./INCH - 3 / 7„ 10 YR 4/� 10 YR 4/3 BOTTOM PERC: 60 I 31 30.25 26 30.53 I Q C DATE: DEC 20, 2000 l MED COAR$E SAND ENGINEER: ARNE OJALA, P.E., P.L.S. M D AR/ E N CO 5E SAN D 19.0' 5 Y 7/4 5 Y- / r 7/4 WITNESS: D ONNA MIORAN D I, R.S.31 - EXCAVATOR:R ELL SBROTHERS PROPOSED ' OWFLLING NOTES: rn 126 �?�,fl , _ , _ ._ � 120 . 22.70 1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON N 4hi (� e- 00 TOP OF 5 0 WAT _ �-�iJ rLN1v iJ f4r'r`r�l1 fif AIL.. f h'Il v AIN iE7cY;AvE�TrVN_ON_THiS j 32 © AT EL. 32 3 ER FOUND NO WATER FOUND N � � „_. SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 '- x 31 2g.$' a TET HO�w . L� S HOUR NOTIFICATION TO DIG SAFE (1-888�344-7233) AND ANY (NOT TO SALE} OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT I IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS, p 2. MUNICIPAL WATER IS AVAILABLE. 3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR Ip'7, 1 L 15.00 TITLE 5 AND HYANNIS HEALTH REGULATIONS. . �- 4. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. - EX I S I ,, 5 E PT l SYSTEM DESIGN DA I A' S. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10. o HOUSE_ T BE IF VEHICLE TRAFFIC IS EXPECTED OVER SYSTEM, H-20 DEMO IS t _D ( m SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED) COMPONENT IS REQUIRED. 10.2' � DESERVE ^�I a : ( D = 330 GPD 6. PIPE JOINTS TO BE MADE WATERTIGHT. �- � DESIGN FLOW 3 BEDROOMS 110 GP )-� "'' 7, WATER TEST D-BOX FOR LEVELNESS. SEPTIC TANK: 330 GPD ( 2 } = 660 $. THIS PLAN I5 FOR PROPOSED WORK ONLY AND NOT TO BE ' < USE A 1500 GALLON SEPTIC TANK USED FOR LOT LINE STAKING, j Q �� r'' LEACHING: 9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC. • L ass' _ , AA = 330/.75 440 SF 10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 46 .63' GAS 859 AS (1 + 1 1) x (1 + 36) = 444 OK INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED S .�. G FROM BOARD OF HEALTH. .____ GAS- 11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER 1D� LEA S, --- ---� _ USE (4) FLO DIFFUSORS WITH 2' STONE AT ENDS AND '�NT I�IL,� BENCHTA BENCHMARK ROAD OF 3.5' STONE AT SIDES PROPOSED SYSTEM. LAN, ' 12. VERTICAL DATUM APPROXIMATED FROM G1S EL 33.07 (ASSMD G.I.S.) 13, PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING CESSPOOL(S). NOTE: USE CAUTION IN AREA OF GAS LINE .r, TITLE 5 SYSTEM PLAN SITE PLAN off 508-362 OF `-4541 „ - 20 6 PLEASANT HILL LANE SCALE: 1 fox 508 362-9880 . j I IN THE TOWN OF: G e down cape engineering, Inc. HYANNIS Of 4f PREPARED FOR: C ARNE { ,. ARNE H. CIVIL ENGINEERS JOAO QUEIRA O yG H OJALA `F t ( � tT o l.1JALA 1 CIVIL Nu. 2634 3 : LAND SURVEYORS rrr No. 3 792 Q£C T ������� < r?f��l a� BOARD OF HEALTH 20 j 20 0 40 60 s / OVA 90 aLz k 939 main st. yarmouth, ma 02675 00-353 ARNE H. OJALA, PE, PLS DATE APPROVED DATE MA SCALE: 1" 20' DATE: _ FEBRUARY 26, 2001 REV. 3/21/01 (SAS & WET) ii