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HomeMy WebLinkAbout0045 MEADOW FARM ROAD - Health 45 Meadow Farms Road Centerville A = 189 118002 .S^ No. 42101/3 ®RA �, ¢z 1 000 0 0 TOWN OF BARNSTABLE LOCATION 1y{JSEWAGE# (/ VILLAGE ASSESSOR'S MAPe PARCEL INSTALLER'S NAME&PHONE N0. A SEPTIC TANK CAPACITY ( �� LEACHING FACILITY. ( pe) (size) NO. OF BEDROOMS OWNER PERMIT DATE: / COMPLIANCE DATE: 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 leas mg facility) c k u Feet IlkFURNISHED BY 1���� a �/ LOT 5 Area=44,260 5F± A z ` � o ro 1500 Gallon Septic Tank N Oa>� r0'a= D15tnbution Box _ 2 - 4 5oil Absorption 5. 1, ` 5od Removal 40 MIL Lmer t PLAN' ELEVATION5 Component Prop. A5-Built 5 _- SCALE I°=40' LOCATION'S 5T SEWAGE 13151`05AL5Y5TEM Inlet ert 53.75 53.65 Tie Dimension Outlet Invert 53.50 53.79 Component A B 5T INLET MH 11 13.4' 39.0' 45.25 52.62 5T OUTLET Mfi 2 16.3' 31.5' Bottom 42.50 50.62 D-BOX CUCL 3 36.9' 21.5 - CNR/CHAMBER 4 44.3' 15.6' Inlet Invert 52.60 53.43 CNR/CHAMBER 5 64.2' 20.4' Outlet Inver 52,97 53.25 r�y TG. No. v Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfitation for Vsposal *pstrm Construction i3ermit Application for a Permit to Construct V Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.147-- ®W FARM Owner's Name,Address,and Tel.No. C� s��1 L O�-b31. �ot�ot�1 c_ . CHRtsT�NE M +J'.T>RAt:V, Assessor's Map/Parcel 1 I taller's Name,Address and Tel No Designer's Name,Address,and Tel.No. /a�1 :5iw1h► ® 1 Cd��fkRf�V '�'�• S 3 MQ,R �.LY , ac� s Type of Building &OD_q&274C,� Mft 621.oloX Dwelling No.of Bedrooms - Lot Size 11 ,�t n sq.ft. Garbage Grinder( ) Other Type of Building A( No.of Persons Showers(21 Cafeteria( ) Other Fixtures Design Flow(min.required) . —4-p gpd Design flow provided 4S iz_, gpd Plan Date 1 — 2 _ Number of sheets O Revision Date Title 1 D 4 Size of Septic Tank �—� Type of S.A.S.� PtAtlj Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 74 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 Certificate of Compliance has been issued by this Board of I tk th. 01 Signed Date Application Approved by V.4 .4 Date Application Disapproved by ll, Date for the following reasons Permit No. I Date Issued 4j LfNo. } Fee THE COMMONWEALTH OF MASSACiH'USETTS Entered in computer: Yes PUBLIC HEALTH DIV1510N -TOWN O,F'BAzRNSTABLE, MASSACHUSETTS 01pplitation for ]Disposal *pstrm Construction permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 4'S WEA�a� F�.M-eD Owner's Name,Address,and Tel.No. r � z e.� �..L ,N1� d2G3Z 9z�ia��Nc . + r -i2 �ST,�L M .J , 172Akt Assessor's Map/Parcel 1 F5 . �. I taller's Name,Add es nd Tel No Designer's Name,Address,and Tel.No. Q 11 ✓ran SI djj 1JV y v4�? ' C© .IVt o ' Y 914a O?f,6A JP,0. .(mac 1`l3 L -:4 M/A, N S-T Type of Building Dwelling No.of Bedrooms Lot Size 'dam- sq.ft. Garbage Grinder( ) T Other Type of Building R t-7:Y N I !A(-No.of Persons Showers(j Cafeteria( ) Other Fixtures _ N)1 o(�- Design Flow(min.required) 4,l-C) gpd Design flow provided I gpd Plan Date 1 - -4 _ G}-- Number of sheets Revision Date Title T r S Size of Septic Tank ' Z Type of S.A.S. .. �A Description of Soil t s; Nature of Repairs or Alterations(Answer when applicable) t Date last inspected: "7q - 3 ' 13 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 Certificate.of ,Compliance has been issued by this Board of lth. Signed Date r 2ii �y Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 6 Date Issued r ---------------------------------------------------------------------------------------------------------------- ---------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance fl THIS IS TO C TIFY t �JNs' e Sew e D21r,,. e oust t d(' ) _ Repaire ) Upgraded( ) .�%'•^'� Abandoned( )by J�- �/,,II � � l at M t l)U) r A� I"G as been constructed in accordance withde pprovisions of Title 5 and the for Disposal System Construction Permit No. dated L Installer Designer #bedrooms Approved de ign w 440 / gpd " The issuapegfif this pe its all not be construed as a guarantee that the systemWnceVe/signed. � '/ ,% O` 4Date Inspector .! • r1r C ----- ------------------------------------------------------------------------------------------------------- �-- — dL Fee j No. �- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is�ereby granted to Construct(✓) Repair( ) Upgrade( ) Abandon( ) I' System located at yS k4A 6A-,>o­j- R2A/I ✓cr1 - and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construc nTust b�c mpleted within three years of the date of this pertlq Date- Approved by I Town of Barnstable rOwtio Regulatory Services Richard V. Scali,Interim Director * swiuvsrneLE, v^A i63S. `��' Public Health Division "b rFn 39. Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 10/13/14 Sewage Permit# Assessors'�iM'ap\Parccel�189/118-002 Designer: John M. O'Reilly, PE Installer: �GyP_n VhOt.0 Address: 1573 Main Street- P.O. Box 1773 Address: q f Ip Z+e_( A- Brewster, MA 02631 � � S (�� M41. �qcLh Sim On Za i e_jn v vy Sm. CO was issued a permit to install a (date) (installer) septic system at 45 Meadow Farm Road based on a design drawn by (address) John M. O'Reilly, PE dated 1/24/14 Revised 9/10/14 (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. Strip out (if required) was inspected and the soils were found satisfactory. ❑ 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. Strip out (if required)was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in compliance with the terms of the IAA approval letters (if applicable) 0 �F JOH I M. (Installer s Signature) UREILLY > OWL Z a NO.36200 �cc. caF, (Affix Desgne°=sA�lf�(�-` ere )(De s Signature) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc •� WE Town of Barnstable P a o Department of Regulatory Services i B,STAB,.E,: Public Health Division Date qrh/ � 67q. � 200 Main Street,Hyannis MA 02601 �FD MP'1 A f d J Date Scheduled if Time Fee Pd. ( 1Y 42 Soil Suitab' ity Assessment for Sew ge isposal Performed B I/�`{j jr(+� Witnessed v LOCATION&GENERAL'INFORMATION Location Address - Owner's Name 52Ms(�GtfG� Anne ((S (Yle,A&LL) Farm Q,O� 00 god ii:,l9 ce�n�vr like- Address S. ben'r"S, MW 0, 6100 Assessor's Map/Parcel: ( crime -QOa- Engineer's Name MaaVhe1-J �aY"'re11 NEW CONNSSTRUCT,IIONN 9X REPAIR Telephone# SQg—g41(0— (0(001 Land Use WIs�yYe'-"1 Slopes(%) ®ma Surface Stones /4a--J Distances from: Open Water Body ALLOV ft Possible Wet Area*y Z0© ft Drinking Water Well (W ft ' Drainage Way +1 ft Property Line 4-1alft Other t4& It SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) Qq fps, -TP1 �. a.M.; f f"w �3 Z E �j W AIDmW Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face & Estimated Seasonal High Groundwater DETE IN ION FOR SEA SONAL`•HIGHWATERTABLE Method Used: Depth Observed standing in obs.hole: 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 e [i,2Y, Date 1! Time Observation V .{ Hole# Time at 9" C� at Li Depth.of Perc _ f �� Time at 6" Start Pre-soak Time ril 0!00 Time(9"-6') End Pre-soak 103LO 0 Rate Min./Inch <5MMA. �yw ils� Site Suitability Assessment Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation testis to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC �~ DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. .`��c v Consistency.%Gravel `JJf� dzpp r►K. A L5 Q - ," L S 7.5 36�S®i CA ,Mo Zh� 713 DEEP OBSERVATION HOLE LOG Hole �t�G Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Graven A L. )Io'L. 4-/s. 9 i 2 DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel w fl ti C' Wine oeo ll ` . 7 �1a`Tc e D_EEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel LIF CA ai ii C. r Flood Insurance Rate Mar): Above 500 year flood boundary No Yes Within 500 year boundary No Yes_ Within 100 year flood boundary No K Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervlou ma rial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? CertificationAm= I certify that onAdntal�Protectior (date)1 have passed the soil evaluator examination approved by the Department of above analysis was performed by me consistent with the required t exp. tperience describg in 310 CMR 15.017. Ignature Date ( Q:\SEPTlC\PERCFORM.DOC Map Page 1 of 1 Town of Barnstable Geographic Information System New Search Home I Help Parcel Viewer Custom Map I Abutters Map Size [3 Zoom Out U fl j L j fl a®il In. - ,-]PG Map: 189 Parcel: 118-002 Full Property 189098 - 189D9D001 Location: 45 MEADOW FARM ROAD Info 023' 188082 189118 #202 #20 Q 015 - 189118007 Owner: SEMINARA,ANNE I 189093 424 189098 tY#32 - #39 189118001 Location Information Map&Parcel - 189118002 Location 45 MEADOW FARM ROAD �; 4 t89�3B OB_ Acreage_ 1.01 acres k 97 188094 Current Owner 18 4 47 O Mailing Address SEMINARA,ANNE I PO BOX 1219 189118002 046 E SOUTH DENNIS,MA 02660 W ' � 189118005 2 #48 Appraised Value(FY 2013) Extra Features $0 Q� Jj�1'8-9095 Out Buildings $0 Land $482,800 _ Q Buildings $0 Total Appraised $482,800 #51 y ! 189118004 Assessed Value(FV 2013) 188D18 - - -Extra Features $0 080 a 188178 188175 Out Buildings $0 - -- #53 '452 188045 Land $482,800 N 1240 Buildings $0 . Total Assessed- $482,800 Set Scale 1"= 117 I. Aerial Photos I. MAP DISCLAIMER - Copyright 2005-2010 Town of Barnstable,MA All rights reserved.Send questions or comments to GIS BarnstableMA v1.2.4748(Production] http://66.203.95.23 6/arcims/appgeoapp/map.aspx?propertyID=189118002&mapparback=l... 7/23/2013 OWNER OF RECORD I CERTIFY THAT THE EXISTING SEWAGE DISPOSAL Gordon C. t. Christine M.J. Drake Deed Book: Book 27G27 Page 3 1 7 �� jH OF Mgssq�STEM O LOCATED EXISTS ON THEGROUND. AS IT ND. Plan Book: Book 558 Page 78 0 .DOHtd Assessors Map 189, Parcel 11(5/002 oM. O'EILLY /69,l�—l� v NO 46733 DATE A SN SURyj a BENCHMARK: Top of Concrete Bound LOT 5 EL=53.9 (Assumed datum) . 4� Area= 44,2GO 5F± o z A Q ro QJ/ p 1500 Gallon Septic Tank `'v O pG)� /0.0" Distribution Box CO Q� Soil Absorption S. �?W R 4/%% 1lflfltl, Soil Removal � �� IN O 13 � 40 MIL Liner r l/ S m `V 30G.49' 1 PLAN AS-BUILT PLOT PLAN SCALE I"=40' SHOWING SEWAGE SYSTEM AT ELEVATIONS ; 45 MEADOW FARM ROAD, BARN5TABLE, MA Component Prop. As-Built a LOCATION'S Component PREPARED FOR a SEWAGE DISPOSAL SYSTEM Inlet Invert 53.75 53.88 �E E[_ - CAPE COD'S HOME BUILDER Tie Dimension Outlet Inver 53.50 53.79 Component A B ST INLET VIM 1 1 3.4' 39.0' Invertl 45.25 52.G2 DRAKE RE51 D E N C E ST OUTLET MH 2 1 G.3' 3 1 .5' Bottom 42.50 50.G2 D-BOX CUCL 3 38.9' 2 1 .5' D-DOX { CNR/CIIAMBER 4 44.3' 18.0 Inlet Invert 52.80 53.43 0 30 60 90 CNR/CHAMBER 5 G4.2' 20.4' Outlet Invert 52.97 53.25 SCALE I "= 30' OCTOBEK 13, 2014 G:WPJob\Peet\G793Meadowfarm\G793SD5a5built.dwg Drawn by: MTP JMO - G793 J.M. OIREILLY & ASSOCIATES, INC. 1573 Main Street, P.O. Box 1773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896-6601 11104 4 M CAPE COD'S HOME BUILDER II I 24 School Street PO Box 186 I II West Dennis, MA 02670 *. t:508.394.3090 m f:508.760.1406 ' SUNROOM h tia - - - - - - - - - - = _ _ _ _ = _ - - - - - - - - - - - _j o o L- 1 II I � I I 4 r------------------ � SMOKE. I MASTER i m I---- ---------- - -J i ,- - - 4 2 .,. I I 0e I i l - - J L — - — c�3 W \ I— Q 3868—G.O. 3068 G.O. 4068 G.O. r — — — — — — — F�+-� C C CIO) uj LAv. �T ro �o „ ilz" UN. 6S� �W 2868 j I ? I +i �� a ryj� 3-I 3 3 — i 4-1 _10i/z" -i_gUz" 4_luz" 2_4il" 5_4ilz"�� I 5-4uz" a DN 13 RIB �2° i, , o W MASTER a 'm PANTRY ? �� — _ — ! ` ` ' I ;� �� r BEDROOM cL s = — — - ------ --------- , i LAUNDRY I I s� ° 4068 C.O. �� WALK-1F I rQ C� CLOSE II 6 4'_31 3068 G.O. , BENCH ^^ 11 UN. SIDE i i, 4>C5 SNOWE r l PORCH �,, ---------- CO , I I -- 4 --------- 4' DET P j I a SMOKE I,, _.:. s8 i DET. I I -- ---- 1 MUDROOM ►n i - DINING ROOM I I FO'YIwR s 5'-5 4' 10 5-4 l I UP 16 RISERS 4'-0" �� I I 0 1 1/2" EA. l 1 I p — — — I SMOKE 30e 1 ------ --= DET. I r 8 N GLOS. 3968 I I v I i -- ----- - --- - - - - - - - - - - - DEN II m --- II _ II ,I FRONT PORCH - - ----- ------- - - - -- ---------- --------------- ---------------------- ------- - ---- -------------- Z 0 .. a GARAGE � T co w O Z N O m _ N m O — cn N w cc CIO w :^ w U) (u _ 0 N 7 TO > Q m (� FIRST FLOOR PLAN 5'-4" 6'-8" 6'-8" 5,_ ;, „' 24-0„ � 2!c'-0" 15-0 5-0 4-0 DIMENSION LEGEND FIRS' FLOOR PLAN °'r�. ►t DIMENSION TO EDGE. OF STRUCTURE SCALE: 1/4 I'-*" A202 ,,�---°'M. ,� DIMENSION TO CENTER OF OBJECT CAPE COD'S HOME BUILDER - 24 School Street PO Box 186 West Dennis, MA 02670 t:508.394.3090 11z" 19 0„ f:508.760.1406 or or I I' m OPEN TO BELOW II II ; BEDROOM BEDROOM _ DEDROOM SMOKE J I I DET. 14'-23/4" 1.4_1314" '- 112'. '— 314" Y '_..3/4" '_ 112" '_ I/2" 6 0 4 4 3 9 „ 2 II 4 4 6 9 - 10 SM E SM E CLOSET N I ' DE I. DE CO/SMOKE " DET. — — — - N 3 WALK--IN 11 3 WALK-IN �� - - F,_ �0�� BATH W U s CLOSET ii I ( s CLOSET u Q CX 2'-II" 4'_-lll2" 8 u 8 Il � r1] ' II n n UP ifo RISERS 66 �n 11 II r� 1 1/2" EA. 911 - — — — X(c SHOUIE I I I ----- - ----- �� I r 4� a� ►� ------- - -- Q N too $ATH (o'-4uz �'-10" 6'-4Uz" S,-'a 2'-111/2" _F Ile" 1^ �68 �� ?e �4j ------- ---------- V 68 €' OPEN TO UN. b068 C.O. I 5taLOUJ CLOSEt CLOSET L 3 L l Z O U cA w T � Q Z N O N W I^^ w .- CQ r, O m 0 II SECOND FL R PLAN N DIMENSION LEGEND E SECOND FLOOR --'LAN DIM. DIMENSION TO EDGE OF STRUCTURE SCALE 1/� 1 @ A2m3 DIM. DIMENSION TO CENTER OF OBJECT s t 41_41, 141_8I 4'_ I- — — — — — — — — — — — — -- I I I I I I I CAPE COD'S HOME BUILDER f 24 School Street PO Box 186 . I I I ao West Dennis, MA 02670 t:.508.394.3090 f:508.760.1406 m I A. { I L - - - - - - - - - - - - { - - - - - - - - - - - - - - - - - „L DROP T.O.W. 8 • I I I I �' 10`_2v2 - — 101_311 — — e'-2 rsw I — _ - - - — - - - - - - - - - - - - - - - - L-- - -� L_ _ _ _ - - - - - - - - - - - ;ter { I I I / — - - - - - - - - - - - - - - - - - -- - - '� / ! UP BEAM PKT. BEAM PKT. / l I ' I I r ,, 2813 All, I SMOKE I II HOPPER tD 2813 DET. I i+ HOPPER <TYP.)(TYP. I I UNFINISHED T I I 30 X3e X10 I CO NC. FOOTING Wl BASEMENT I T� { I (3)#4 REBAR IN 4' CONC, SLAB I (� m EACH DIRECTION I I O (TYPICAL UNLESS I I w OTHERWISE NOTED) V - - - W C L lee L le e � � 16 e b L I Q rn � — - - - = - - - - - — - — - — - — - - - -- - - - -- - - - - - - - o- - - - - - - - - - - - - -� I E 1I I I I , I I I I i I _ I I I , L J L J L BEAM PKT. 4„ DIA. CONC. FILLED 3 1/2" DIA. GONG. I I I O LALLY COLUMN FILLED LALLY COLUMN m (TYPICAL UNLESS ----------------- NOTED I •�"{ OTHERWISE) { -------- -------- I ----------------- � m I I SMOKE CO DET. DET. I UP 13 RISERS _ A 1 1/6" EA. _ l'-9 1/4" J (— , ( I 4,-e" -� L- - - - - - - - - - - _- - - _ _ Mgtl ;V :, a .:.`�"'.a• 3*',d•+:.;. :.. X ':P •o y7:'d'be,: I " 4' 3:.fib{ : Z,. ,=a. rlr, LY r.� t., r .,i� n � :.:w a„:. .�..,• _ : ., :. r � . ..r, .,,�. � >:. .. l 10 X 8 THICK POURS I r',r.:r� ,:...�.,=:��'d. .�� ,,....•t?t�2., .kt;ta#..r.`.st,., o0..1,:a�.$�., at, I - a"v- I CONCRETE WALL ON 16"X 5" - - - - ,a; — — — — — — — — — — - — — — — — — — — - - Ya,6 I CONTINUOUS CONCRETE FOOTING ;z; ( I ( WITH KEYWAY. SEE FOUNDATION WALL DETAIL. I ; r - - - — - - - - — m I „ r - - - - - - - -1 I 2813 ti. ak, I I I I HOPPER 5EAM PKT. I I (TYP.) I I Ifi=. I I m I I • >; 6 I = 1 _ - _ _ I y. { z I .., O rA,: I I - „. ,�;; I U � 4 CONCRETE 0 ,. I z GARAGE SLAB A50VE I p 4 CV o rn Via;. (3,500 PSI) - Cn > I t CV o= { I Cu w � W r I :; �- � I (� Cn ¢ CV s , I 0 C DROP T.O.W. i-e I I 4'° � o Pe' _ 0 P 8 THICK POURED CONCRETE FROST.'WALL ON 16"X 9" CONTINUOUS I �, s CONCRETE FOOTING WITH KEYWAY. I r tr. E FOUNDATION PLAN 3I IW ,... ;r J ; is ... .. ,3: ..,. ...,r ,�.. ... .�..:e, a. ,. Y.� t�,. a&: -, nda ,,.. ,.. •s.._++n'#`.a.{..x+�'::�f.x.�f_.... ... �a.� S�s.Y.,Tt.., �-�tosi„*�`,:,m, ,xrX'".'',..}::t,,. �«fn.};..->� -..ter•-..-t<k�.,.,=tt,,s'.$Xfe:..z.,, .•t-,a.� ,c3:�V<. -,. _.. s ., 4... — — — - - — — — -- 24'-e" 26-0 I5-0 5-6 4 0 I, -I'-10" FOUNDATION WALLS 2. G.C. TO VERIFY ALL DIMENSIONS PRIOR FOUNDATION PLAN TO POURING CONCRETE 3. G.G. TO COORDINATE ALL DROPS ON SCALE: I/�4�'- I'_4ap FOUNDATION W/ CIVIL PLAN A201 Centerville , MA GENERAL NOTES: SOIL TEST LOGS; 5Y5TEM DE51GN CALCULATIONS: TEST HOLE 1: EL= 57,4± SEWAGE DESIGN FLOW: ROUTE 28 A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM � Falmouth Road AKA UNLE55 H-20 COMPONENTS ARE USED. DEPTH FROM 501L 501L SOIL SOIL OTHER DR LL @ 110 GPD - 440 GPD SURFACE I HORIZON TEXTURE COLOR MOTTLING B.)THE DESIGNER WILL NOT BE RESPON51BLE FOR THE SYSTEM AS DESIGNED UN- (INCHE5) I (USDA) (MUN5ELW LEACHING CAPACITY REQUIRED: 0 LESS CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING. 2" 0 ORGANIC NA NONE 4 BEDROOMS(MAX.) @ I 10 UPD = 440 GPD REQUIRED a C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 0-4" A 1 Y NONE SEPTIC TANK CAPACITY REQUIRED: N UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. <I-3G, LOAMY AN 2,5YR G 4 NONE DAILY FLOW = GPD @ 2 0 0 = 880 GAL. REQUIRED 0 -15C" C I MED. COARSE SAND 2, 7 NONE PERG GO" <2 MIN IN SEPTIC TANK CAPACITY PROVIDED: bm CONSTRUCTION NOTES: 1500 GALLONP I A (MIN, LLOWED) torP°ad TEST HOLE 2: EL= 5G.7± LEACHING CAPACITY PROVIDED: ONE(1) .5 X I 'X .0 L ACHING CHAMBER CAN LEACH: DEPTH FROM SOIL 501E SOIL MOIL OTHER Vt=j(33.5 X 12,83) + (33.5 X 2,0)2 + (12.83 X 2,0)21 X 0.74 GPD/SF=455,1 0 GPD I .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, SURFACE HORIZON TEXTURE COLOR MOTTLING TITLE 5,AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. (INCHE5) (USDA) (MUNSELL) 455 GPD>440 GPD REQUIRED o 2.)SEPTIC TANK(S), GREASE TRAP(5), DO51NG CHAMBER(S)AND DISTRIBUTION �° O ORGANIC NA NONE NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN. LOCUS _ d 0-4" A LOAMY A D I OYR 4/3 NONE INSTALL: BOX(ES)SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY �� ONE(I}- 1500 GALLON SEPTIC TANK COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 4- 0 LOAMY AN 2,5YR 4i3 NONE ONE(I)-3 OUTLET DISTRIBUTION BOX(H-20 Rated) (� 3.) SEPTIC TANK(5)SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE 30-150" f MED. COARSE SAND 2,5YR 7J3 NONE ERC 48" 2M1N IN THREE(3) - 500 GALLON LEACH CHAMBERS WITH 4'OF STONE ALL AROUND �, NOT TO SCALE AT LEAST THREE 20"DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- 51X(G)- 24"DIAMETER COVERS AND RISERS TO WITHIN G"OF GRADE TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". n- 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G° TEST HOLE 3: EL= 55,G± Ln PLAN BOOK 558 PAGE 78 ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE DEPTH FROM 501L 501L SOIL SOIL OTHER DEED BOOK 13594 PAGE 8 I CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE, SURFACE HORIZON TEXTURE COLOR MOTTLING ASSESSORS MAP 189 PARCEL 1 18-00 {INCHE5) (USDA) (MUN5ELL) p i 5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST -I A FIN A 4 N [0p CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF I -3G" LOAMY FINES ND I G G N NE c LEGEND FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT, 3 -12 I MED. COARSE N I YR G NONE PE RC G2" <2MIN IN G.) PIPING SHALL CONSIST OF 4"SCHEDULE 40 PVC OR EQUIVALENT, PIPE SHALL BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I%, '-""'C �-"' EXISTING CONTOUR 7•)DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED)SHALL BE TEST HOLE 4: EL= 55,0± - —32 PROPOSED CONTOUR X 12.34 EXISTING SPOT GRADE 4" DIAMETER SCHEDULE 40 PVC LAID AT 0,005 FT/FT. LINE SHALL BE CAPPED DEPTH FROM MOIL SOIL SOIL MOIL OTHER ZxS PROPOSED SPOT GRADE AT END OR AS NOTED, SURFACE HORIZON TEXTURE COLOR MOTTLING (INCHE5) (USDA) (MUN5ELL) 8,}OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST .I I" A FINE AN I OYR 4/3 NONE '—'w" WATER SERVICE LINE 2 BEFORE PITCHING TO SOIL ABSORPTION SYSTEM, WATER TEST DISTRIBUTION 1 1_ " LOAMY I N I OYR GIG NONE PROPOSED U.G. ELECTRIC, CABLE --o--- OVERHEAD UTILITY SERVICE BOX TO ASSURE EVEN DISTRIBUTION. 3 145" I D. C AR5E SAND I CYR 7/G NONE —U---- UNDERGROUND UTILITY SERVICE 9,) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G"MEASURED BELOW AND TELEPHONE '�"�'— GAS SERVICE LINE THE OUTLET INVERT. TEST HOLE/ BORING LOCATION I OJ BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO I-I/2"DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE DATE OF TESTING:7/I i/2000 TEST PITS I 4 2, 7/3 I/20 t 3,TEST PITS 3 +s:4, • PROPOSED NATURAL GAS 5T SEPTIC TANK INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE TO THE BOTTOM OF THE PERCOLATION RATE: LE W THAN 2 L , EIT, IN C LAYERS. SERVICE DB DISTRIBUTION BOX SOIL ABSORPTION SYSTEM: BA5E AGGREGATE SHALL BE COVERED WITH A 2" WITNESSED BY: MONNA Z,T. FARRELL , E , B RNST B E ASSOCIATES, INC. (7/31/2013,TEST HOLES 3-4) ' SAS 501E ABSORPTION SYSTEM DONNA Z. MIORANDI,AGENT BARNSTABLE HEALTH DEPARTMENT LAYER OF 1/8"TO 1/2"DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. ° WITNESSED BY: D. OJALA, CSE, WEILER�ASSOCIATES, (7/f I/2000,TEST HOLES i -2) %36,3 � %< Reserve RESERVED FOR FUTURE 1 1.)VENT 501L ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50)FEET; DONNA Z, MIORANDI, AGENT,BARNSTABLE HEALTH DEPARTMENT `v o WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, NO WATER ENCOUNTERED 3 � UTILITY POLE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED, USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF 501L ABSORPTION SYSTEM. % G' ® CATCH BASIN 12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF CertifiCatlori: _ b9's100 FIRE HYDRANT CLEAN MEDIUM SAND (EXCLUDING TOPSOIL), PROPOSED RESERVE AREA WELL 13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G"OVER THE TOP OF ALL SYSTEM " " %s''' "` COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOMING CHAMBER I certify that on 11/25/95 I (Matthew T.Farrell)passed the examination %,6,3 ` SEE NOTE 18 4a DRAINAGE MANHOLE AND SOIL ABSORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER approved by the Department of Environmental Protection and that the above %, ■ CONCRETE BOUND, FOUND of 911, analysis was per ed by me is , t with the required training,expertise ,/ �. `� 59.4 TOP OF BANK 14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL and exper' cr a 310 R 15.017. �' --X—•—X-- LIMIT OF WORK RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE SOIL AB5ORP- -�-�--�-� FENCE TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH /' AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. / DATE: - l� �/ %56.3 / X 55.6 x 5619 %So's Existin Telephone and EDGE OF CLEARING 15,)THE BOARD Of HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION 6 %s4.4 ( Z(55,Z3 9 p BY AN AGENT OF THE BOARD OF HEALTH(OR THE DESIGNER IF T1115 SYSTEM RE S8 x Cable TV Pedestal s QUIRES A VARIANCE)AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE ti Aproximate Gas Main PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED, S7X 57k8 E/�e f\ LOT 5 I G.) OWNER/CONTRACTOR SHALL REVIEW DRIVEWAY MATERIAL PRIOR TO START Q` \o �3 Area= 44,260 5F± 88 w 57se� F e r spa 67�0s OF CONSTRUCTION. / �'.g,X 1 W °—...� ,o t y„ ZONING TABLE %s4A / •..,�-o '�'`� h sea 17.) OWNER/CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR %s�,s P)` ° We e``�t RD - I RESIDENTIAL TO EXCAVATION, �`"'+y r Kai 58X3 / 7P - °``^0 a Sao f' C� BENCHMARK I O 2,�33 V •� " (vt S6x8 `` -o ss,e / / / �v FRONT YARD SETBACK 20 FEET 18.) RESERVE AREA: IF THE RESERVE AREAS USED IN THE FUTURE THE FAILED 5A5 54 f --� -"? ' h :: 29•?', $6 ° J ., ro Top of Concrete Bound C,Q f %saa / fit % s rt ° o ` EL=53.9 (Assumed datum) 51i�E YARD SETBACK I 0 FEET SYSTEM SHALL BE REMOVED, INCLUDING ALL CONTAMINATED SOILS AND REPLACED REAR YARD SETBACK I 0 FEET WITH CLEAN SAND AS OUTLINED IN 310 CMR 1v5.255. .. ,_ __ .n 3 _�. � �f� "�Ae � ,., �' _....�. _ _ m ,,„ ,. n. . w- r v --- �, LOT WIDTH 1 25 FEE 19.)SOIL REMOVAL: ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FOR ° X W&I , M k> / \ $4s ., m T A DISTANCE OF 5'FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN O t 2 sc / ._, ) ,. FRONTAGE 20 FEET SAND LAYER, AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED T'O f 0 h &F i G� s13 T MINIMIZE SETTLEMENT. ALL SAND FILL SMALL, 1 ' �x /� e L ALL,�3E T TLF 5 SAND MEETING �t< � ,.��, � ,4 O 0 3 Cf�1 .�.:. ,UQ) REQUIREMENTS OF 310 CMR 15.255(3), REMOVAL MAY NOT BE REQUIRED WEST /'� r ., i • ,�/'s�•o 52 SIDE OF SAS. Tp _ 3 r x f- 4 i'n G s /. z``'Q„ .2,r In .;;�� P . 9 20.}INSTALL A 40 mil HDPE LINER FROM EL 53,5 TO EL 51.5 AS SHOWN ON PLAN : , " (° VIEW, LINER SHALL BE 40 FEET LONG. LINER INSTALLTION SHALL BE SUPERVISED ,) ' .: � BY DESIGN ENGINEER AND ENGINEERED A5 BUILT PLAN REQUIRED PER + , ' %as.1k t 6qp " o � Sao 310 CMR 15.255(b) % soa CN n xset 'i a IV / a ' w y o e TE n J r" C��MB�� %s3,e " .x ss,� �y ,i f' 2, "� %36's d e * a x act a - a i .._- i 4a' 41mg .a, a _ X 51.7 G ( O•' .,."'"^-d %,k s ° :.. ! 42 T� 50.2 fa 9 %'J3J - %�a w O t 5111" PROPOSER LINER SEE NOTE 20 ' 1 ,�/� BENCHMARK 2: J To of 5ury Spike sss /! p �rY P , PLAN VIEW 4Q"j A A ' EL=5 7.:2 (Assumed datum) SCALE: I = t 0 Iv S� NOToRo flvER ----- PROPOSED SOIL REMOVAL SEE NOTE 19 r 20 SCALE I"=30' W TH15 AREA IS SERVED BY TOWN WATER. PROPOSED WATER SERVICE x,a 11 r a�M Bey 74 PROPOSED DRVEWAY SEE NOTE I G 011 FLOW PROFILE: NOT TO SCALE 24"DIAMETER CONCRETE COVERS TOTAL OF 51X(G) COVERS TOP OF FOUNDATION RAISED TO WITHIN G"OF FINISH GRADE(OR AS NOTED) :s. EL= 50.0 (SEE NOTE#5) .. REVISED PLAN; 9/10/14: RE DESIGN PRIMARY SAS IN RESERVE AREA, ADJUST .�� Proposed EL= 5715 (57,9/AXIMUM) Pro osed EL= 5G.8 Pro osed EL= 5G,5 MAXIMUM PROFILE ELEVATIONS, ADD 40 MIL LINER, 501L REMOVAL AND NOTES,. i 4,9+ 30"Proposed (9"Min-36"Max) r6N x � F REEF, CAPE CODS HOME BUILDER tNMPEcrtoN NOTE: ` � c/o JIM HAGERTY, PO BOX 18G, WEST DENNIS, MA 02G70 2"LAYER Of 1/8"- 1/2"STONE >< ,; .)C)Ff . >, 4.00 3 10r 14„ i PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM r" "$' .; 5 50 2 3/4"- 1-1/2"STONE NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS. a O" f f(L o E(("pID� MITE AND SEWAGE DISPOSAL 'STEM DESIGN 3T 4'O„ T s' 3 14 52 N cv .° O,�� ,: CIVI'L 2"DROP , . zoo :: 45 MEADOW FARM ROAD, CENTERVILLE, MA 50,80 GAS BAFFLE 1 •- --*-----�••-�.-- USE THREE SHOREY PRECAST � �-;� F• �N A,:. J M OTEILLY & ASSOCIATES, INC. 500 GALLON LEACH CHAMBERS 7.9' ry> Professional Engineering & Land Surveying Services 3G Longel t Run WITH 4'OF STONE AROUND 1500 GALLON (ENE)VIEW) DB-3 Q 34 60 90 1573 Mafia Street - Route BA SEPTIC TANK D-PDX LEACHING CHAMBER --EL=42.9 BOTTOM TEST PIT4 ME i P.O. Box 1773 (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fat H-20 33.5'x 1 2.83'x 2,0' SCALE 1"=30' DATE: SCALE: BY: CHECK: JOB NUMBER: G:\AAJO55\REEF\M'EADOWfARM#G793\G79355D5.DWG 1/24/1 4 As Noted MTF JMO JMO-G793