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HomeMy WebLinkAbout0235 OST.-W.BARN. RD - Health 235 Ost&v lle-W. Barn. Roa,,'' Ostetville A 12 l 003 Y j t � Town of B i testable P# Department of Regulatory Services ,Bt$, i ' Public Health Division r - Date 0 MASS 200 Main Street Hyannis MA 02601 .- . lED 3 i, Date Scheduled /w, JoOz Time Fee Pd. so uitability Assessment for Sewage Disposal Performed By: Witnessed By*� �` LOCATION& GENkkR L INFORMATION Location Address a� � . 1 Owner's Name M 1 L 14F_L A-t—06 kl] - - - OC.✓ Address 2aJ5- - CAS-TE1LU 1 tr1..� M�, OZC�S' - A^ � Assessor's Map/Parcel: 12/ I Q®3 I Engineer's Name NEW CONSTRUl I70N REPAIR CA D�t/6D Telephone# �0 Y 36 7--' 7-417-21 Land Use d / �-� Slopes(%) �l L Surface Stones ' Distances from: Open Water Body,> j< � ft Possible Wee Area ad ft• Drinking Water Well Drainage Way --' /0 0 ft. Property Linn ft Other ft SKETCH:(Street name,dimcnsiods'of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) iz ir �4glc,"ka:�, .. i lac (J��S Depth to Bedrock Parent material(geologic) P L Mlgt C,. c Depth to GroundwaWr. Standing Water in Hole: Weeping from Pit Face n i., t ri, Estimated Seasonal Vigh Groundwater �/ .y �_ U, DtTE WNATION FOR SEASONAL HIGH'WATER T-9LE — ivlethod L'sed: •' co Depth dbperved standing,.in ohs.hole: lo. Depth 10 soil mottles: In. r- r, Depth toiweeping from side of obs.hole: ! - in, ©roundwater Adjustment fi-. to M Index Well# Reading Date Index Welllevtsl .. A�.laator,�,._,4- Adj.dtoundWnter Lo I.,,.,e, • �• Dattt 7 /r 'fide• ii �� PERCOLATION TEST Observation Time at 9" N 4 Hole# �l i De th of Perc Time at 6" Start Pre-soak Time.@ `� / Time(91'41 _ End Pre-soak ! A►. l Rate Min Mch Site Suitability Assessment: Site Passed X Site Failed., Additional Testing Needed(Y/N) Original:.Public He'4ith Division Observation Hole Data To Be Completed on Back— ***If percola#on testis to be conducted within 100 of wetland,,ypu must first notify the Barnstable 60servation Division at least one(1)week prior to beginning. DEEP OBSERVATION;HOLE'LOG Hole# Depth from Soil Horizon Soil Texture Soil%Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C Consistenc %Gravel t�� ! C l 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) 43 13 tom- Sit 11D V L 1/19 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon . Soil Texture. Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste c %Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. m Flood Insurance Rate May: Above 5000 year::ow boundary No_ Yes Within 500 year boundary No X Yes It';Z , • Within 100 year flood boundary No X Yes .�, Depth of Naturally Occurring Pervious Material -� Does at least four feet of naturally occurring pervpVs material exist.in all areas.observed throughout the area proposed for the soil absorption system? �S t=Jf not,what is the depth of naturally occurring per 'ous material? Certification I certify that on 14 (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'ira' in expertise 4pd expe fence described in 3..10 CMR 15.017 VVk L Signature t Date Q:\.SEPTICVERCFORM.DOC 'Are. w TOWN OF BARNSTABLE. LOCATION0255 CZ5 14-1 je,cfs/6 /Q AP-P, SEWAGE#Q(W7-3V- Wy LAGE Q S,,F-&y kLL.1Z ASSESSOR'S MAP&PA1 INSTALLERS NAME&PHONE NO�✓� //C;cG�'s/cam -'�'�SZQ SEPTIC TANK CAPACITY /5Cb GAl LEACH G'FACILITY:(type) CHF11`rkw (size) "NO.OF BEDROOMS.' OWNER A: C-7 PERMIT DATE-,&, G_3Q (;L00 '> 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 30Q'feet of leaching facility) Feet FURNISHED BY tog _ , aq ',6 flf :f e � � t 10CAT ION SEWAGE PERMIT NO. I H51ALLER'S HAIME A ADDRESS 5 UiLDER OR OWNER OC4 ; 64 4 b GATE. PE0MIT ISSUED DACE COMPLIAMCE ISSUEG l Zgoo 5f V QJ/ ,� r �j V/V-n No. L Fee 1 • THE COMMONWEALTH OF MASSACHUSETTS 4 Enter6c-in computer: Vs PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIppricatiou for aigpogal *pgtem Cow9truction Permit Application for a Permit to Construct( ) Repair(ke,'Upgrade( ) Abandon( ) ElComplete System ❑Individual Components Location Address or Lot No. �3 Y OS J`Gt-' Owner's Name,Address,and Tel.No. 0 STeR,;,110 1-116Y&CI 410Cnf C& a 35-czs7./_--0-,,-201 Assessor'sMap/Parcel /a//ov3 05 F_,, c ,a6J'�r Installer's NamejA41dress,and Tel.No. Designer's Name,Addres and Tel.No. rvice- �, ste! p�rrcnc Fl va OIL er4l�c 5ofs`ya.�''SSo2g �e�.`ae� Q� tzAs l�fN�c.Ja.cvt ��5�7 Type of Building: Dwelling No.of Bedrooms .3 Lot Size tsa V wc� Garbage Grinder 00 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided �9a gpd Plan Date o2Z -C Number of sheets / Revision Date Title Size of Septic Tank /,--)oQ 69 Type of S.A.S. 5110 69 Cf-161n ele,S Description of Soil )05 111— 3XIV Nature of Repairs or Alterations(Answ;;,when pplicable) ✓yl �`/�e �t.c Ul F,l & 631 7 / /6 COY. ?e ��k c�aG Cam/ ! mll ih A c 67`x la�;3` f-r•ela/ ly 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 Certificate of Compliance has been issued by this Board of Health. // C/r /� gned �iG Date -02 02©6 Application Approved b Date. i� a 0 Application Disapproved.by:. Date for the following reasons Permit No. rgL �7 —' Date Issued IVP I. �j y ,r' THE COMMONWEALTH�OF -OF EdterWi computer: PUBLIC,1HEALTH DIVISION - TOWN OF BAgNSTABLE,.MASSACHUSETTS es ZIppYication for Migoal 6p,5temc Coy-!gtrurtioir m tt Application for a Permit to Construct( ) Repair(f�) Upgrade( Abandon( ® Complete System ❑Individual Components Location Address or Lot No. i935 0S7_A"0A1a A1' r Owner's Name,Address,and Tel.No. 0STe°,ev,/& /�J/cr,Alt 414c,v Assessor's Ma /Parcel °?35 OS •/�•73F»r• L/pg�C7 t p ra /a0� 05— oa6ST Installer's Name;Ad ess,and el.No. Designer's Name,Address and Tel.No. vi c e t`tCy�C.�l t', S t e c M r r'^c nc N c c e � << o,—eO'A QG( 0013�S'� Type of Building: Dwelling No.of Bedrooms .3 Lot Size !8a n C2cS -sq-ft: Garbage Grinder ()V( Other Type of Building No.of Persons Showers( ) Cafeteria( ) C ;. Other Fixtures I Design FIOw,(m.. in.required) 330 gPd Design flow provided 349-Z gPd Plan`'Date8 oZCsO7 Number of sheets / Revision Date Title Size of Septic Tann �k /S00 6 f. Type of S.A.S. a!5o0 66/, Ch(6i I e-RS Description of Soil Q5 )lr /9/F?N Nature of Repairs or Alterations(Answer when applicable) v' J/��:/?f/1'1U1.[ .TAs` 9// /SooG'A Sw?r 7/9 lr . /5 fix` � a- 50�6�L C/�i�t hlr2s �.i A a5 x 1a�3' F�-/� Dzte.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 Certificate of Compliance has been issued by this Board of Health. � � p Date 02 C!J Application Approved by----- Date, 36 6 Application Disapproved by: Date for the following reasons ry Permit No. �C� — ✓ d` Date Issued 3 G—7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (� Upgraded ( ) Abandoned( )by S�2 e ,�c `U rt 7 at a 3 S a51 - w 13w x- 94 o s t cl-1 r 1 `c has been constructed in accordance p /0. with the provisions of Title 5 and the for Disposal System Construction Permit No. �7— —Z Q dated p )30 Installer 3 -U C e C��� �c 5 Icy Designer T A r rc!•-E H f y r(�, J #bedrooms 13 Approved design\flow 3/ grid The issuance of this permit shall not be o/nstru)ed as a guarantee that the system ill fun ti/o�n�asy}des�i/gned. � Date ! / /l! �/ �� _ Inspector �fJ / � .. � . .----=/—yy--_— ---=—�-----------------•-- -------- No. �-7 Fee V`' / —3 / � THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 1=i5po5ar 6p5tem Cou5truction Permit Permission is hereby granted to Construct (r ) Repair (� pgrade ( ) Abandon ( ) System located at �,3 S - ��� / �'�Fl 2 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 ust be coppleted within three years-of the datQby s per •'it. Date �� �G `� , . Approved i .iJ�:•i.;Y`. 'Tow;i of Barnstable - �TMg ReguMtory'Serviees Thomas F. Geiler, Director MAS& Public Health Division Thomas McKean, Director _ - — 200 Main Street,Hyannis MA 02601 Office: 503-362-4644 Fax:a.c.. - �08 790 6304 Installer-& Designer Certification Form Date: Sewage Permit#4007-3� 8 Assessor's Map\Parcel A?/" CMG 3 Designer Installer: t`vGe.C'�G.c�l Address: V.0 . F)Ox qg Address: 5, f�r1�W l A< was issued,a permit to install a (date (installer) septic system atc�3S Q�irr��! —�/ !J. �e based on a design drawn by l' (address) V f�✓1. M- RC-dated U6,o2_ 0 O (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 bo:� andior septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anv 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. �] OF Y R nstaller's Signature) " No. 1140 '�EGlS1F � V S01 TWI'� q.z,-17 (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BA N ABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNST.ABLE PUBLIC HEALTH DIVISION. THANK YOU. ' Q:Health/Septic/Designer Certification Form 3-26-adoc f: 1 r No........ ate ..:. �, rnV THE COMMONWEALTH OF MASSACHUSETTS BOAR OF HEALTH ................OF... + . a `�1.. .L.�7... ............................................. ApplirFation for Dispaa al Works Tonotrnr#inn ramit Application is hereby made for a Permit to Construct ( ) or Repair (4 j aan Individual Sewage Disposal System at: I l .. .1$............ P S.�.. / f ___ c do -,Address or Lot No. Owner If •ress y- 1 � ........................................ -------•-----®�J_. ................. .v ...... ............................................... Installer Address UType of Building Size Lot............................Sq. feet ,.. Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) aq Other—Type T e of Building ............... No. of ersons................._...__.___. Showers — (� YP g ------------- P ( ) Cafeteria ( ) � a Other fixtures ......................................... d - . ---------------------•----•--...._....•--••-...... W Design Flow............................................gallons per person per day. Total daily flow..._........._..._..................._._._..gallons. WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) ►-' Percolation Test Results Performed by..---•-----------------------------------------------•-- ---- Date........................................ ,.� Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ----------------------------------------------- ............................................................................................................ 0 Description of Soil.........................................................:.............................................................................................................. x c, x ----------•-------------------------------------•-•----------•••---•---•--•-•-----•-----------•----•---------- -------------------------------------- ••-- U Nature f Repairs o Alterations—Answer when applicablew�__-__-_ G?��___... `_ _l_.._._= alC',:_ .__.__._. :pz :� ......._-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iI'U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been jzsu the board of health. Signed. �'1 . . ----- ----- C Date Application Approved By.............. J1.............1` ----....-••-.... . ...... .......... ........ ...f�. Date Application Disapproved for the f wing reasons:------------------------------------•------------------------•-••-------•-------------------------..........._� ..................................•---.....--------------------•---......--•-------------.................---......•.................------••----....-----------------------------------•-------•••-••--- v Date Permit No......... Issued....................................................... ----•-•-•-- -'........•....••••..__.._.. ------•-----------Date -------- - -- - ---- - No.........: .��..: o F$s C......_....._. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................oF... ;u�-�?.. ..�rr /.............................................. Appliratiun for Ui.spvsttl Works Tonstrurtiun ramif Application is hereby made for a Permit to Construct ( ) or Repair (4� n Individual Sewage Disposal System at: ll .................•---.... ..................... ........_.................. t.o � a ss' ---- - ..... ........ or Lot No.......--••••............................. -••- / Owner ! AAddress n yy � ......................................... . ................. -'L....�•-...-.Q�............................................... M Installer Address Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ................... ...............•--••--••.---- . ---------------- Design Flow........................:...................gallons per person per day. Total daily flow.............•..............................gallons. Septic Tank—Liquid'capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area...................sq. ft. 3 Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) 14 Percolation Test Results Performed bY.......................................................................... Date........................................ ..7 ,.a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water......................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ------------------------------------•-•----------......--•-•--•-•-........... ---•-...................................................................... 0 Description of Soil.........................................................•------------------........................--•---....................................................-•---..... W Nature of Repairs or Alterations—Answer when a livable ,__ �� r�or� ...........................��:.............Z ..f ='Y? rz} r;E _:;.�..�-�. _ y ...................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System.in accordance with the provisions of TITLE 5 of the State Sanitary Code—.The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been,,issued ,_the,board f health. P P Y Signed.............. �/Via. %.:........... ..........................' . ....:. ..may Date Application Approved BY••-••-••-•-•-•. ...._.aa.r�........................ `. `S-� ...............................Z. --^ Date r Application Disapproved for the f old owing reasons:.........................................................................................................._.._ .................•--•---.....--•--------------•------...--•-•---••-----••-----•-------......--•------------......_............_...------•••-----........•••---•--....-------••-••......--••---•......_ Date PermitNo..................................................._.... Issued...................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD- OF HEALTH /s r ��.- / ........ ...... OF....i.....�_.;19 S 6?4 le ................. ............................................................. &rfif iratr of fauinpltitnrr THIS I)Y TO CERTIFY,,That the,Individual Sewage Disposal System constructed ( ) or Repaired (Z-)--- by.......i',P rt3 1.��. - .. chJ!.. ...... . ........................................ ---••-----------.......................---••---•.. ......._ J - p . .Ins alley at_ �� ._..._. / .......0 --C / ------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLIE 5 of The State Sanitary Code as Oescribed in the application for Disposal Works Construction Permit No....... .:'.... ............ dated....?...�.�:.,�....�1�..................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GWARA TEE THAT THE SYSTEM ,WI L F_UNCTION SATISFACTORY. -- DATE.....j..��' ...... ..................................... . Inspector........./.. :...........-------•--•----.........••-•---•---....--•.........•--- THE COMMONWEALTH OF MASSACHUSETTS BOARD-- OF HEALTH ...................OF.... "'�Yl...S...74 g. ................................. No....................... /. F>m. 5................. Diupugu nk� #rnr#uanermi Permission is hereby granted..... ;, ;; ..... .....t...,.....................................................................................--- to Construct ( ) or Repair (,.-)''�an Individual Sewage Disposal System at No.�! f�u,�.F..� _!_.. f�✓j.�:.f�f176?.._ ..............................................................w, ...---...... ,.. as shown on the application for Disposal Works Construction Permit tNo. '.... ...... Dated.........!./... .. G........--. ............................` ...................................... *—� Board of Health DATE............�. ..Z Z..I.._�� ......... ........ FORM 1255 A. M. SULKIN, INC., BOSTON 1 s - Ll dA --7 s ` = tell di x tL i rs t� l o 6 �� IL • CkCl :S-r� lV: _ Ptl.'��N 2 3 S UST W RN, 'R .4 nST'ERvt L E C) j,. f N oT bRA W&I r 0 SCAB'1 A �< C CGT- I V � � w. F�6 -ROOM - �� 5 f �:�� :Y'• Lev ��,uS��: 1 1 r � If 1 D ( ' 1 � srAALL l : owFR ItAwE AL G.8 ECa N- FLco � YA �3 5 O'S Ti w. SA RN . R*b, -� � STEtgv► LL� O'�6S'S ScAC.E I j T RELa I. C c_v S C C'w4� f ' ' r s t z � T C, - r ALL Eli Oil IF ,G� • f LN ,� w A . IIA T /A C K A M 1 Kc: -� V( c KID. A N �`3S Osr, w. SriRwl R*b. 24'-C' (ADDITION) 5'-1 d' 5'-8" 5'-91 6'-1 d' NOTES: 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS v & DIMENSIONS IN THE FIELD NEW PLAI FORM 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, ANDERSEN ANDERSEN DETAILS, & FINISHES IN THE FIELD WITH OWNER Q TW 2446 TW 2446 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT b o o FIRST FLOOR TO BE 6'-10"ABOVE SUBFLOOR • to W z N 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS W ► rn II W CLOS. STATE BUILDING CODE SIXTH EDITION. � L N Mr 1Z ,1 FOLD NG 5.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS �r a�60 C° ) I -- a T `° TO BE 3000 PSI W/ FIBERMESH IN ALL SLABS Lo w 6. VERIFY DECKING & RAILING MATERIALS FOR THE NEW PLATFORMS ANDERSEN (> NEW ) TW 2446 12 T x68 IN THE FIELD W/ OWNER. c� x `� NEW U. ITE PLATFORM C.) v' PE a � _ 1o'-d' 7.) INSTALL WINDOW WELLS AT BASEMENT WINDOWS & CRAWLSPACE b LIVING/ W ACCESS PANEL WHERE NEEDED BASED UPON THE EXISTING N ANDERSEN DINING Z HALF WALL _ GRADE HEIGHTS. TW 2446 i:� I SINK I DW D ANDERSEN NEW AW21 Q b KITCHEN ANDERSE -- z0 ih I(VERIFY KITCHEN AW 21 N � o o A © LAYOUT WJ OWNER) A o a Q A3 RANGE ao REF C1 0 x tV so cq 2 x 6 WALL ANDERSEN NEW 5'TUB/ SD TW 2446 BEDROOM SHOWER 00 b b O iv ANDERSEN 13-9 5'-8" 4'-T' TW 2446 PELLA ' 2'8"x68" 21"x4T' DOLWN I FOLDING NEW WINDOW STAI R� E!`1T H 3'a"x 68" ►�i FOLDING 510"x 6 9' 5101,x 6181, a O BIFOLD BIFOLD CLOS. N CLOS. STACK _N --— -- — -- -- ---- -- C B. INSTALL NEW 5/8 FfRECODE INSTALL HIGH EFFI CENCY GYPSUM BOARD ON BOTH SIDES GAS FIRED FORCED HOT W OF THIS WALL&3 1/2"BATT AIR/COOLING HVAC INSULATION(R=13) SYSTEM&ON-DEMAND WATER HEATER IN THIS AREA OF GARAGE EXIST. 9 z ✓�' N GARAGE NS W • v FIRST FLOOR PLAN o EXIST. HOUSE TOTAL AREA = 1567 S.F. Lo co TOTAL ALLOWED FAMILY APT. AREA = 783 S.F. TOTAL NEW FAMILY APT. AREA = 672 S.F. Q SMOKE DETECTOR SCALE : W Q CARBON MONOXIDE DETECTOR 1/4ft 1,_O„ LIST. LEGEND: DATE : THE DESIGNER SHALL BE NOTIFIED IF ANY 8/22/2007 EXISTING WALLS ERRORS OR OMISSIONS ARE FOUND ON pp THESE DRAWINGS PRIOR TO START OF EXIST. EXIST. r �, CONSTRUCTION TO I7E REMOVED CONSTRUCTION.THE BUILDING CONTRACTOR �----j WILL BE RESPONSIBLE FOR THE CONTENT DRAWING NO. : NEW CONSTRUCTION IN THESE DRAWINGS IF CONSTRUCTION COMMENCES WITHOUT NOTIFYING THE DESIGNER OF ANY ERRORS OR OMISSIONS. THESE DRAWINGS ARE SOLELY FOR THE USE ON THE PROPERTY NOTED.ANY OTHER USE OF 24'-d't THESE DRAWINGS REQUIRES THE WRITTEN (EXISTING) CONSENT OF THE DESIGNER.THESE DRAWINGS A I ARE PROTECTED UNDER THE ARCHITECTURAL COPYRIGHT PROTECTION ACT OF 1990. CONT. RIDGE VENT — NEW ASPHALT SHINGLES �r�+ TO MATCH EXISTING Q � 1 x 7 FASCIA& Q N FRIEZE BOARDS O � � TOP OF PLATE W ran W N L.r� w ,00 i� NEW CORNER BOARDS W p" O Lo TO MATCH EXIST. Q Ul x NEW W.C.SHINGLE SIDING TO MATCH EXISTING d" a n in FIRST FLOOR SUBFLOOR RIGHT SIDE ELEVATION- NEW RAKE&TRIM BOARDS TO MATCH EXIST. 12 -�MATCH ^ EXIST. W LINE OF EXIST.GARAGE ROOF BEHIND TOP OF PLATE > co W . a Ll ao co FIRST FLOOR SUBFLOOR ���...rrr��� rT � REAR ELEVATION- 06 TOP OF PLATE Fy1 F•�1 �F N NEW DECK SCALE : ' n RAILINGS LJ co 0 1 4 = 1 -0 co D ATE : FIRST FLOOR 8l/22//2007 _ArSUBFLOOR - _ I DRAWING NO. :- LEFT SIDE ELEVATION_ 24'4' (ADDITION) TIO (ADDITION) ol 4'-0" 10'-5' ol U t—� 2-P.T.2 x 10' P.T.2 x 10 LEDGER BOARD LAG BOLTED TO SOLID BLOCKING W/(2)LEDGERLOK BOLTS @ 16"o.c.W/JOISTS HANGERS AT BOTH ENDS z I — -- — �— - - - - -- -- - -- I NEW � C�D � � I I NEW BEAM I CONC.SONOTUBES � TO 4'0"BELOW t <� POCKET I I 3'-5' GRADE to Lo W I I 1 I L cn w N, cEss � � w = c> '?Ac PANEL 1 I b ca d I I I I N b ( ?,I= cry cVNEW _ �- I I CRAWLSPACE .0 NEW P.T.2 x 8's @ 16"o.c. I ' I � I I M m I I c (2"CONC.SLAB) x � i ( � ---� N r I o x I --� N ' N z I I W I I z z xl N O I Z I i I § o § o A ao ND A I I I ( A No N � A3 Z A No A3 Q A3 I I I A3 Q Q I Q --SOLID BLOCKINTI 1 _ O NEW 8"x 18" io I @MID-SPAN I b CONC. FOOTINGS o 113'-9 �0 10'-3" ' NEW&'CONC. I FOUND.WALLS r� F NEW 30"x 3(1"x 1T i CONCRETE FOOTIAGI NEW 3 1/2"DIA �? I i -dI STEEL LALLY COL /` I I g? it> - I I ( DRILL&PIN NEW FOUNDATION TO EXIST.FOUNDATION WALL O TOP&BOTTOM I I • • • NOTE:UNDERPIN EXIST. O �+ EXIST. FOUNDATION EXIST.FOUND.WALLS& VERIFY N REQUIRED IRED GARAGE FOOTINGS 70 REMAIN CONT. RIDGE VENT O NEW ROOF CONST. ROOF FRAMING PLAN ' -2 x 10 ROOF RAFTERS @ 15'o.c. -1/2"CDX PLYWOOD ROOF SHEATHING _ __ 2 x 6's @ 32"o.c. -ASPHALT ROOF SHINGLES -15LB. FELT PAPER -9"BATT INSULATION 12 NOTES: @ FLAT CEILINGS(R=30) NEW MULTI LVL BEAM MATCH 1-) ALL ROOF RAFTERS TO BE 2 x 10's ►—+ ~j -2 x 12 RIDGE BOARD(UNLESS OTHERWISE NOTED) EXIST.a UNLESS OTHERWISE NOTED r �'`� -SIMPSON H 2.5 HURRICANE CLIPS AT ALL RAFTER ENDS _ 2.) USE SIMPSON H 2.5 HURRICANE CLIPS -ICE/WATER SHIELD AT BOTTOM r 2 x 8's @ 15'O.C. 2 x Vs @ 15'o.c. TOP OF PLATE AT ALL RAFTERS ENDS O� 3'0" VENT 3,) VERIFY GUTTER TYPE/LAYOUT -PROP-P-A VENNT BETWEEN RAFTERS TYP.1/2" GYP BD ON CONT.ALUMINUM W/ OWNERS W 1 x 3 STRAPPING @ 16'o.c. SOFFIT VENTS NEW WALL CONST. NEW 1.2 x 4 STUDS @ 15 o.c. ao W �� { 2. 1/2"PLYWOOD SHEATHING LIVING/ NEW ►. 3.3 1/2"(R=13)BATT.INSULATION DINING KITCHEN SCALE : 4. 1/2"GYPSUM BOARD 5.W.C.SHINGLE SIDING TYP.3/4"T&G PLYWOOD /�„ = 1,_d„ S.TYVEK VAPOR BARRIER FSUBFLOOR-GLUED&NAILED FIRST FLOOR SUBFLOOR P.T.2 x 6 SILL W/SEALER NEW 2 x 10 JOISTS @ 15'o.c. NEW 2 x 10 JOISTS @ 10'o.c. NEW 9"BATT. NEW 3-2 x 12 GIRT DATE : (�INSULATION(R=30) NEW 8"CONC. 8/22/2007 112"DIA.ANCHOR FOUND.WALLS BOLTS @ 48"o.c. NEW 2"CONC.SLAB NEW 3-1/2"DIA STEEL b LALLY COLUMN DRAWING NO. I+NEW 30"x 30"x IZ' -T�sNEW 8"x 18"CONC. ------I CONC. FOOTINGS FOOTINGS (bBUILDING SECTION @ NEW LIVING/KITCHEN OSTERVILLE TOP OF FOUNDATION 4" SCHEDULE 40 P.V.C. ASSUMED ELEV.- 64.7' 10' MINIMUM MIN. PITCH 1 /8" PER FOOT RISERS WITHIN 6" OF GRADE 2" LAYER OF •_ PROP. EL= 62.6' „ _ d E L- 64-�1 1/8 1/2 ' ny EXIST. EI.:_= 62.0 / / WASHED STONE 77 EL= �0.3 G �yo 4" SCHEDULE 40 P.V.C. �.5 '� •�' �° MIN. PITCH 1/4" PER FOOT INVERT CLEAN SAND FILL 3.5� f EL= 61.8 RISER EL= 56.7 L. RISER PER 310 CMR 15.255 15.0' S=0.05 34.0' S=0.10 FOR LEVE2' LONGEST RUN •'- a"' FLOW LINE 8.0' S=0.01 EL- 57.7 �.�,� D MY � e EXISTING �• Tad Py �3 _ EL,N 60.75 110 14 - s' sump INVERT ° °° °o ° 06,°O °° INVERT A MIN. INVERT INVERT -^�^' ° ° ° C� ° ° EL= 61.45 - 4' EL= 60.5 EL 56.95 EL= 56.78 24 II 0 00 0 C� 0 C� 0 I� 0 C� C� o o Cp °d) 6" BASE OF CRUSHED STONE OR 1 ° ° °° °� ° EL= 54.7 $„ nv�fh �, , ��, � � 31.9 S=0.02 MECHANICALLY COMPACTED 4.0' 8 cJ� L4.0' TRANQUILITY LAN .47. EL= 56. oil PROPOSED 6" BASE OF CRUSHED STONE OR INSTALL GAS PROPOSED (TYP.) 25' O MECHANICALLY COMPACTED , E. ,' �a ..;�a INVERT B BAFFLE EL= 61.4 DISTRIBUTION /2- 500 GAL. (H-2.0) CHAMBERS (4)- 10)) X 8 - 6 X 3 ) PROPOSED BOX W/" T" 3/4°' TO 1-1/2" SOIL ABSORBTION SYSTEM ( S . A. S. ) LOCUS MAP 12500 GALLON TANK WASHED STONE (NOT TO SCALE) TRENCH FORMATION ( 12 . 8S X 25' ) �' PROFILE OF SEWAGE DISPOSAL SYSTEM BOTTOM OF TEST HOLE ELE. - 49.7' 11 ( NO GROUND WATER ) (NOT TO SCALE) ` / PERCOLATION HOLE #1 TEST PIT RESULTS PERCOLATION RATE <2 MIN./IN. TEST HOLE #1 DATE OF SOIL TEST: JULY 10, 2007 .1 0 C/� 61 .2 ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER WITNESSED BY: DONNA MIORANDI B.O.H. A.M. 121 ---160.70 0-6" A LOAMY SAND 10YR3 3 SOIL EVALUATOR: DARREN M. MEYER PARCEL 004 57.53 6-44" BW LOAMY SAND 10YR6 8 EXCAVATOR: BRUCE MACALLISTER LOT 1 < 49.70 44-138" C MEDIUM SAND 2.5Y6/4 i PLAN 427/12 NO NOGROUNDWATER MO DWE TENOENCOUNTERED Lo ( ) SYSTEM DESIGN TEST HOLE #2 `PN 42� /12) 63 61 .2 ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER NUMBER OF BEDROOMS.....• -- NO c�ER'S P \ , GARBAGE DISPOSAL..... o / m 60.53 0-8 A LOAMY SAND 10YR3 3 7 42 `AB cEsSPOp�R MOV�O) 24.5 ' TOTAL ESTIMATED FLOW 3 SHEp BE p�MpED \ CB/DH o ; 57.62 8-43;; B LOAMY SAND 10YR6 8 (110 GAL./BR./DAY X 3 BR.) ___-___ N W 1500 GA�LL. � '� .� 3 3 0 14.8' . ,3 �� ((O TANK 115 0, 64 34.2 o j 50.20 43-132 C MEDIUM SAND 2.5Y6/4 330GPD, X 200% 660 GAL Yeyn 3'� �E O ° A` - ; NO GROUNDWATER ENCOUNTERED USE 1500 GAL. SEPTIC TANK �^ ,,,,,/,,,,/. m n om '� D (NO MOTTLES, NO REFUSAL) iw INSTALL: 2-500 GAL. CHAMBERS (W/4 CRUSHED STONE o I ES 4 ON THE ENDS W OiA THE SIDES, 'v ) 1000 GALS �! c� f \ 'Z CONC. ../.;...//.//..,/./ 61.3 1 1 CESSPOOL -%�� -I CB/DH �_; .: `.: (TO BE ABANDO ED) \� m "" \ i D SOIL CLASSIFICATION............... .//. ,,,,PATIO G _ DESIGN PERCOLATION RATE...... 2 MIN SIN. 200, _ ©� ___ ___ ------ -- ; I- EFFLUENT LOADING RATE (LTAR).. •74 _ ------- - REQUIRED LEACHING CAPACITY PARCEL 003 �,._ _ - - //,/////„/, oy 1 m x61.z """"""' w ' 330 GAL DAY AREA= 0.82 ACRES ' """"""' O ' (PER ASSESSORS) OPOSED ������������� PAVED 'y LEACHING CAPACITY PROVIDED GAL/DAY P DRIVEWAY /y - -� -- - � 0 > x61.5 A DITION N - ____ SIDEWALL: (12.83 + 25 )x2x(2 SIDES)(.74)= 111 .97 GAL/DAY � � '` ' CB/DH D BOTTOM: 12.83' x 25' 74 237.35 GAL DAY E _ _---- o GENERAL- NOTES c >c >_ / A.M. 121 .,/,//../../. __--- PARCEL 150 --- \ 349.3 ' GAL PROVIDED - 330 GAL REQUIRED= 19.3 : GAL RESERVE \ 8.0 24.2 I/ SANG m o �/ �11.6' 1 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. o I NO r E 21.2' �� \ TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS LOCUS INFORMATION POO!. _ � ' N FOR SUBSURFACE DISPOSAL OF SEWERAGE. m o / 61.5 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE PLAN REF: ABUTTING PLANS AS SHOWN r N �''- _ ACCESSIBLE WITHIN 6" OF FINISH GRADE, WITH ANY REMAINING N E�LO 3. ALL ACCESS PORTSCOMPONEN SROFGHT THE SOANI WITHIN TARY SYSTOEM FINISH ALLGRADE. TITLE REF: 8981 /113 N Y �PNp of g0� CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE ASSESSORS MAP 121 PAR: 003 10 S-10 R p0 o v 8 UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY ZONING: "RC" ,SETBACKS: 20'F ' o MUST WITHSTAND H-20 LOADING.SC- C �-2.0 C_44r1so25 FLOOD ZONE: C 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION COM. PANEL# 250001 -0016-D OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 07/02/92 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. WELLHEAD PROTECTION OVERLAY DISTRICT 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE OVER THE S.A.S. AND DISTRIBUTION BOX. CB/DH A.M. 121 PARCEL 002 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE SITE AND SEWAGE PLAN THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND UPGRADE LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. REPAIR / 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT LOCATED AT: 9. THEVATION SEPTICOTANKESOHALLEHAVEEA MINIMUM COVER OF 9 INCHES. #235 0 S TE R VI L L E - 10. THE AS BAFFLE,T4 INCHES IN DIAMETER AND LET SANITARY TEE SHALL ECONTIRUCTED PPED I OF 4"TH A PVC. WEST BARNSTABLE ROAD 11 ALL HEDULE 40 PVC SEER PIPE AND SHALL BE SLOPED SHALL B/4CINCH PER FOOT MIN• EXCEPT FOR THE O S TE R VI L L E , M A . FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL SCALE: 1 " = 20' DATE: 08/26/07 BE LEVEL. 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION PREPARED FOR TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW GRAPHIC SCALE AND APPROVAL. OWNER/APPLICANT: 20 0 10 20 40 80 13. ITS RECOMMENDED THAT A RECORDABLE PLAN BE PREPARED M I C H A E L A . A L D E N �c j"-OF VICKIE KALAS - ALDEN i inch FEET IN E 20 ft. CONSTRUCTION NOTES: � 0 cy� 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND t 140 CAI D . M . MEYER �Q`���EDVIARD� ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING ��c�STER�° ENVIRONMENTAL � A =' WORK ON THE SITE. s�rvirARti�N sT Cn No. 8 0 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT �' P.O. BOX 981 s 0HA N �� IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. EAST SANDWICH, MA. 02537 J#111526 OSTERVILLE TOP OF FOUNDATION 4" SCHEDULE 40 P.V.C. ASSUMED ELEV.= 64.7' 10' MINIMUM MIN. PITCH 1 /8 PER FOOT PROP. EL-�, 6�.� RISERS WITHIN 6" OF GRADE 2" LAYER OF EL= 64-�1 - d yy! P, � . p Its .f 1 ►'3u'Q .LiY' •4ri� ;"4Y, EXIST. E_= 62.0 EL- 60.3 - WASHED STONE blZ 4 SCHEDULE 40 P.V.C. 3.5 7 y � INVERT MIN. PITCH 1/4" PER FOOT RISER CLEAN SAND FILL 3•�� EL= 61 .8 EL= 56.7 15.0' S=0.05 RISER PER 310 CMR 15.255 IMF m ,� �, - 34.0' S=0.10 LEVEL, EL= 57.7 • FOR 2' LONGEST RUN 8.0' S=0.01 .g, c" FLOW LINE _ _ EXISTING INVERTS t10" 14" � ° o ° ° F O ® = �� ° ® � ® � Q ®o om ° °o INVERT MIN. INVERT INVERT 7if d _ EL= 60.7 _ EL= 56.95 24 � ' � ° a o00 o a o00 0 �° EL- 61.45 4 EL- 60.5 s' SUMP INVERT „II ° °° °° °° 6" BASE OF CRUSHED STONE OR 8 1 °°° °° �°� °� m u Ar, � 31.9 S=0.02 MECHANICALLY COMPACTED 4.0' L4.0' EL= 54.7 EL= 56.2 8.5 7RANQUIIITY LAN ' PROPOSED 6" BASE OF CRUSHED STONE OR INSTALL GAS P R 0 P 0 S E D (TYP.) 25' wv�'m Q 0 INVERT © MECHANICALLY COMPACTED BAFFLE �� �� EL= 61.4 DISTRIBUTION /- 500 GAL. (H-2-0) CHAMBERS (4'- 10" X 8 - 6 X 3 ) 171 PROPOSED BOX W " T" 3/4" TO 1-1/2" SOIL ABSORBTION SYSTEM ( S . A. S . ) 12 ' WASHED STONE LOCUS MAP 1 , 500 GALLON TANK TRENCH FORMATION ( 12 . 83' X 25' ) `O (NOT TO SCALE) PROFILE OF BOTTOM OF TEST HOLE ELEV. = 49.7' SEWAGE DISPOSAL SYSTEM (NOT To SCALE) .. ( NO GROUND WATER ) : PERCOLATION HOLE #1 TEST PIT RESULTS : PERCOLATION RATE G2 MIN./IN. TEST HOLE #1 DATE OF SOIL TEST: JULY 10, 2007 O 61 .2 ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING OTHER WITNESSED BY: DONNA MIORANDI B.O.H. Cn A.M. 121 � 60.70 0-6" A LOAMY SAND 10YR3 3 SOIL EVALUATOR: DARREN M. MEYER PARCEL 004 57.53 6-44" BW LOAMY SAND 10YR6 8 EXCAVATOR: BRUCE MACALLISTER 49.70 44-138" C MEDIUM SAND 2.5Y6/4 LOT 1 � < I PLAN 427/12 F NO GROUNDWATER ENCOUNTERED o ; F- (NO MOTTLES, NO REFUSAL) rn ci SYSTEM DESIGN . r TEST HOLE #2 NUMBER OF BEDROOMS...........__ S P�PN A2�/12� ! 63 I 61 .2 ELEV. DEPTH (IN.) HORIZON TEXTURE COLOR MOTTLING THER GARBAGE DISPOSAL................. _____ NO (AgD-�TER' /2q 5' o 60.53 0-8" , A LOAMY SAND 10YR3 3 TOTAL ESTIMATED FLOW � 42' CESSPpO�-R MpVEp� 33 • D PEp & \ CB/DH w , � 57.62 8-43 B LOAMY SAND 10YR6 8 330 SHE ��p BE PUM NEW T1500 GA . 64 34.2' 50.20 43-132" C MEDIUM SAND 2.5Y6/4 (110 GAL./BR./DAY X60 GAL 14.8 ,34 \\ ANK 115.0 ,,,,,,,,,,,,, o 3 OGPD X 200% 6 E 0 0 A �:::: ::::::::::: v' ' NO GROUNDWATER ENCOUNTERED USE 1500 GAL. SEPTIC TANK 3 '. l ; -� �� D NO MOTTLES NO REFUSAL N; #235 �m ; �7 ALL. 2-500 GAL. CHAMBERS W 4' CRUSHED STONE f: O ! \ z ...TOF -647'... nz I Z INS Nlii ` iiiiiiiiiiiiiiiiii C7 � �.__. •.::;� ���� �' � � ���,,,,,,,�,,,,,,, i ON THE SIDES, 4' ON THE ENDS) 1000 GAL. \ -z CONC. r��i� r���i�i������� 61.3 ; +1:i.-•: ;.:.� CESSPOOL CB DH ' = (TO BE ABA ED) m ,,,� \� , D SOIL CLASSIFICATION............... __ / �'::::: =:`:: � PATIO �... E G G________ -----1 co DESIGN PERCOLATION RATE..... <2 MIN.JIN. 20 B ; I- EFFLUENT LOADING RATE (LTAR).._-- ,,,, PARCEL 003 °�-- --- ---- - °y ' REQUIRED LEACHING CAPACITY.....3_3_0 GAL DAY x61.2AREA= 0.82 ACRES I ,� LEACHING CAPACITY PROVIDED.....349_33 GAL/DAY (PER ASSESSORS) OPOSED �, ���;;�������� PAVED DRIVEWAY �, -- - q DITION N _ _ _ 0 SIDEWALL: (12.83 + 25 )x2x(2 SIDES)(.74)= 111 .97 GAL/DAY ,,,,,,,,,,,,, __ x61.5 n?; - %%%%%%%%%%%%% _ _-- --- cB D\ D BOTTOM: 12.83' x 25' 74 237.35 GAL DAY E- ,,,,,,,,,,,,, ____ _-- / GENERAL_ NOTES TE S ( >( >_ / A.M. 121 61.4 -_ 349.3 ' GAL PROVIDED - 330 GAL REQUIRED= 19.3i GAL RESERVE PARCEL 150 / -------- 24.2' \ SAND o o //� .0' 11.6' \ 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. I NO 1rh 0 o E� �' TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS LOCUS INFORMATION � 21.2 \ 0 POOL � - FOR SUBSURFACE DISPOSAL OF SEWERAGE. ,61.5 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE PLAN REF: ABUTTING PLANS AS SHOWN r 0 c.n \ _ ACCESSIBLE WITHIN 6 OF FINISH GRADE, WITH ANY REMAINING r c� m EE ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. TITLE REF: 8981 /113 o o of gO�E�LO �D 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE ASSESSORS MAP 121 PAR. 003 NCD �PND CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE ZONING: "RC" SETBACKS: 20'F-10'S-10'R 00 �, r BY UNDER OR WITHIN 10 OF DRIVES OR PARKING AREAS THEN THEY z MUST WITHSTAND H-20 LOADING.SGC r-4-2o FLOOD ZONE: C 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION COM. PANEL# 250001 -0016-D OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 07/02/92 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. WELLHEAD PROTECTION OVERLAY DISTRICT 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE OVER THE S.A.S. AND DISTRIBUTION BOX. CB/DH A.M. 121 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF PARCEL 002 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6 ABOVE SITE AND SEWAGE PLAN THE LOCATEDWDIRECLY LINE DUNDER LTHE BE OCLEANOUTN THE EMANHOLES.NTERLINE AND REPAIR UPGRADE 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT LOCATED AT: ELEVATION OF THE OUTLET PIPE. #235 0 S TE R VI L L E - 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. 10. THE AS BAFFLE,T4 INCHES LET SANITARY DIAMETER AND ECONTIRUCTED PPED WITH 4" PVC. WEST BARNSTABLE ROAD 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND O S TE R VI L L E , M A . SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL SCALE: 1 " = 20' DATE: 08/26/07 BE LEVEL. 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION PREPARED FOR TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW GRAPHIC SCALE AND APPROVAL. OWNER/APPLICANT: 13. ITS RECOMMENDED THAT A RECORDABLE PLAN BE PREPARED M I C H A E L A . A LD E N �c zo o 10 zo 40 80 VICKIE KALAS - ALDEN ( IN FEET oy R E I inch = 20 ft. CONSTRUCTION NOTES: to ��-,NOF�:�S9 N D . M . MEYER 0c� 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND �No. 1140 Lsc� EDVA!�RD WORK EIONS LEVATON TH ENDI SITE CONDITIONS PRIOR TO COMMENCING FG1STER�� ENVIRONMENTAL STO U'`4 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE Sq'NITAR��� �' °' T e WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 4� -0 P.O. BOX 981 �s c 7� IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. EAST SANDWICH, MA. 02537 J#1115