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HomeMy WebLinkAbout0068 CEDARWOOD ROAD - Health 68 Cedar Wood Road , — - - - _ - - - — — cotuit A= 020-078 No. A- 0 )d —0 a" O Fee �654 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -,-TOWN OF BARNSTABLE, MASSACHUSETTS Yes flpliLation,for �DiepOsal �bipBtrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) omplete System ❑Individual Components Location Address or Lot No. &v CIE04twoo D Owner's Name,Address,and Tel.No. ✓/N GANVAY cib+vep 9.4 wa+6R-i a tj Rd os �,►1 Assessor's Map/Parcel _7 Installer's Name,Address,and Tel.No. of%c_ S VC4'3 Designer'same,Address,and Tel.No. YAAOK99, JWO Pa_ P.O?,. 7! ftkws6%t, VA lls ywlq. 0Z6 A04+DAIS M+Rs o 000 - Type of Building: Dwelling No.of Bedrooms �p Lot Size 4p12& sq.ft. Garbage Grinder( ) Other Type of Building 3jAJS.1_ L�Ri/q No.of Persons 3 Showers( ) Cafeteria( ) Other Fixtures or Design Flow(min.required) gpd Design flow provided 616,0 gpd Plan Date 31 A 1/i Number of sheets 2 Revision Date Title Ail&4-5(PA/4- &AMAM& P Al(p8C(oQaAk&W Co4yi+ &P- V w 640Doxy/ Size of Septic Tank l SDO GA I Type of S.A.S. . Description of Soil ba r-.S 3 oA&4m_, 4 f1 5 +40 + aL�� LS IB+ 0 � yre��/ �Dluwl SMvD 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 E ironmental Code and not to place a system in operation until a Certificate of Compliance has been issued by this Board ig Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No.C, O L v"l g Date Issued 3 a 0 I R, -• i i No. f {*" a Fee ! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -470VV N OF BARNSTABLE, MASSACHUSETTS RpplicatlolT.j pbeal 6pstetn (Construction Vermit Application for a Permit to Construct{ ) Repair(') Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. & r e F j.4,2 wo o U Orwner's Name,,Address,and Tel.No. 1 n/ bi)I7uci 1 Y 164L' I ll�l�'��-�FK �iF '�� I��l U .Ir,t.villi:. Assessor's Map/Parcel J ZO -? S U u 50-f ID-7-0 Installer's�Name a,Address,a d T 11.1\o. GQ�c 5�"�'3 Designer's Name,Address,and Tel.No. f-G. Q I� May VV\ lib. GZGy -, MK 6�bjr Type of Building: Dwelling No.of Bedrooms �r Lot Size %b.t'j,S sq.ft. Garbage Grinder( ) Other Type of Building 5i/L/j1/- r-Amilk, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �= gpd Design flow provided 0166 gpd Plan Date 3 0 0/!( Number of sheets Z Revision Date V 22 111 Title S �v u j��T11/G ,PM1✓wl,J4F0AJ c,, L,4 r` sJ VIriJ yAr�GI�iCY Size of Septic Tank SG� G/�p Type of S.A.S. � •, � Description of Soil 5 5�o�d�a m b y r 3 " c>R�,�r i u ' 5 �' /3cv " 9b - 144 Aii✓7 Nature of epaiis or Alterations(Answer when applicable) Date last inspected: _i Agreement: r 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 plac e system in operation until a Certificate of Compliance has been issued by this Board igne Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No._-;�C' J U Date Issued 3 v 9 C 1 u -------------------------- ------------- ----------------- -------------------------------- ---------- -------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed O Repaired( ) Upgraded( ) Abandoned by )by / 1 at (� ����G�av �G� �rrfw7l has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoP61 0 'G�� dated 13 0 Installer 21 C `JIeVem s - Designer��.��.Si✓t/ e-,- - #bedrooms Approved esigd n flow gpd The issuance of this permit shall not b-e7 cc strrujed as a guarantee that the system willunction e'f Date r D / 11 / Inspector - ---------------------------------------------------------------------------------------------------------------- No.,_Qo J c�" 4 g Fee Q ` THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct(>Q Repair( ) Upgrade( Abandon( ) System located at 6ne e_ - L. r a-0 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:Construction must be completed within three years of the date of this permit. f' Date / -3 / _J G Approved'b ` o j i BIZ-- oZg /So . No. r'J Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Mispoosaf 6pstent Construction Permit Application for a Permit to Construc�x Repair'( ) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location ddress or Lot No."y`r,dx 2 W.0 d /Z Owner's Name,A dress,and Tel.No. %�/ �/fP ��i�Sc�d�ou/?d as�-i&ot/1z A4 <az giz Assessor's Map/Parcel O 2,0 -� Installer's Name;Address,and Tel.No..,e,—­1Z.,L VfaU��2f Designer's Name,Address,and Ty1. vt �j �k Type of Building: Dwelling No.of Bedrooms L Lot Size /D, 74 r sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) %y0 gpd Design flow provided rzf gpd Plan Date fq,d �/ 2 DO 5_Number of sheets Revision Date Z p Title t!"�c..f G r1 6 G �' Al2�1 /td Size of Septic Tank AreZ- 42F•I/ Type of S.A.S./ A Description of Soil 3 '-' O/Z 94121 c , y �.t �j-I o" , z 6 '! G S' ��v '' fd '=/h�y�i S4 Ad Nature of R/epairs 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 Envirodmental Code and not to place the system' peration until a Ce 'ficate of Compliance has been issued by this Board of He Si Date Application Approved by _.. _ Date !/3. Zo i Zo Application Disapproved Date for the following reasons Permit No. Zo 1 Z - D 2°o Date Issued l r 3 0�'Zv z, 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 'Z . r t L at "'t O� W , � u has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.ZU 11 -OZ 0 dated I t 30 7-v I Z_ Installer 'ale- L?. S�=Ay Designer 1 Z= o _ #bedrooms y Approv d design flow gP S"Z3 d d The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector No. 2 0I Z--- __U Z 9 Fee A/ y. u J THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTHVDIiTISION-BARNSTABLE,MASSACHUSETTS Mispozaf *pstem Construction Permit Permission is hereby granted to Construct /Repair( ) Upgrade( ) Abandon( ) System located at G ( L6f 16/(�,\�a c� �� 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:Construction must be completed within three years of the date of this permit. -� Date I I Z.. wI Approvedby SEP/26/2014/FRI 02:34 PM FAX No, P, 001/001 Town of Barnstable Regulatory Services Richard V.Scali,Izaterim Director g MAM� a Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,AIA 02601 Office- 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Forme Date: 101 Sewa a Permit# 6Z Assessor's MaplParcel(2D Designer. I Installer: FR\C Address: ® Address: Qom_ x Z i 1 '1 p MRg'O)Un�- MILLS On tie)c SMEAJ�� was issued a permit to install a (date) ((installer) septic system at bas on a design,drawn by (address) cl •M 1�-= dated 1O1 (designer) s"' 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 (i,f required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major change's (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. 1 certify that the. system referenced above was constructed nce with the terms f the 11,A,approval letters(if applicable) /1 OF IiQ,, DAVID B. (1ns er's S'gza tune) © ASON No.ttl58 SQL,! 1 . (Des er's Signature) (Affix Desi er4�p Here) 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:1SepticlDesigner Certification Form Rev 8-14-13.doc TOWN OF BARNSTABLE LOCATION �j� ``Cp r'c„1�c�� SEWAGE# 2Q[2-= Q?E VILLAGE ASSESSOR'S MAP&PARCEL 62 INSTALLER'S NAME&PHONE NO. aZiL 15Tt;�EAj-,'� SEPTIC TANK CAPACITY J_5� Ij47;0 LEACHING FACILITY. (type) C65,wee � (size) 50-0 NO.OF BEDROOMS CS�•�� 12•��' 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 leaching facility) Feet FURNISHED BY LEDti nA " 3 r�i y6 3=36 r l f 6q= t1qS r' 33 f - s Town of Barnstable P# Department of Regulatory Services BARNBrABI$ Public Health Division Date 1 t63q. 200 Main Street,Hyannis MA 02601 Date Scheduled Time w oo Fee Pd.� �Soil Suitability Ads.(/sessment for Sewage D•s osal //�//yam Performed Bv- t%"t�/ "1/� Witnessed By: / 1 V�''" Y LO:CATION&GENERAL MWORMTION '/ l Location Address Owner's Name / 7 Address '�J i.nr/,'f t✓y,..�v- .�[.Ri fo:,� t%Jfi✓!� t ///yyy��/ At flf Assessor's Map/Parcel: D // L / X Engineer's Name .,t:.c S L,>11 e t� NEW CONSTRUCTION REPAIR ` U le one# 5 O j' 4e �y0 �0 S Land Use i� Y 1 Slopes. Surface Stones Distances-from: Open Water Body / R Possible Wet Area ft Drinking Water Well �ft - Drainage Way / ft Property tine ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) +11 Parent material(geologic) / Depth to Bedrock Depth to Groundwater. Standing Water in Hole: /70 Weeping from Pit FaCG 1 'p• Estimated Seasonal High Groundwater bETERMINATION FOR SEASONALRIGH WATER.TAR]b Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: _in. Depth to weeping from side of obs.hole: _ _ ln. Groundwater Adjustment ft. lndex Well# Reading Date: index Well level Adj.factor_e�>Adj,Groundwater Level T P 'R OLAMONTEST Did®.� .� :7rl1ne Observation f Hole# `_ Time at 9" Depth of Perc �. Time at 6' Start Pre-soak Time @ Time(9"-W) End Pre-soak I Rate MinAnch 1_1_2�ql I Site Suitability Assessment Site Pass Site Failed: Additional Testing Needed(YN - Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100'of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPT(CtPERCFORM.DOC DEEP OBSERVATION HOLE LOG bole# ' Depth from Soil Horizon Soil Texture Soil Color - '�. Surface.(in.) Soil .Other - (USDA) (Munsell) -Mottling (Structure,Stones,Boulders. - y� Consistent %Gravel ,V �.S l0 25 0 2 DEEP OBSERVATION HOLE,LOG Hobe# Depth from Soil Horizon Soil Texture Soil Color - Soil Other Surface(in.) (USDA) (Munsell) Mottling - -(Structure,Stones,Boulders. Consistent %Gravel DEEP.OBSERVATION HOLE.LOG Hole'# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling -(Structure,Stones,Boulders. Consistent %Gravel !j. DEEP`OBSERVATION BOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil,Color Soil Other Surface(in.) (USDA (Munsell) Mottling (Structure,Stones,Boulders. Consistent Gravel) Flood Insurance Rate Mao Above 500 year flood boundary No Yes 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 pervi m terial exist in all areas observed throughout the area proposed for the soil a sorption system? If not,what is the dep of aturally occurring pery ous material? "t`• Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Envir nmental Protection and that the above analysis was perform d by me consistent with the requae ining,e p rtis ex erience described in 310 CMR 15.017. Signatur Date QAS EPTICtPERCFORM.DOC I CIA • W � �. � �'S;7 .htioi I I I I is I I v O 1L1 ° So 3 o sr 10 ME -� IF V 1 0 10 I p , (J J t 'ANTS` 4'+ n�. ' r c W _ - '..7 col,• '�.. n�i91 ' ,tMiL oZ - »o:� ••Pill I (Mlral�� »P:L - - � � 1 �z 3 10 m � I � N l ? i Sdas D n - R — - a a h 00 10 41111 V : ' ® tD I i a�l - v '. ir . - 0 �1 A .H. ._P 11 t r-- W iz j .6r J OAK OR P sOEM - ten,,,., .,,.= �x .,:.{. ., � -�.� _ .,..-k,. 1���"x:. ,,... �°x+. ✓�» e... ,.r ,.�.a. ��-•a" -� - �' „ ,., a '� .. x... .. t.�_, �' - � M.N.. rP�'*N*_at. - ,.r - - �'� - .•5 ,�- Nt� - lffi c�, _�. - ..g.. .. ,: a �:. �..,.n`;`� -•,y::�� .' �y �!�y'=acz7 .�` y � '°;3`{:" -r s,..,,, - �4 ..�,.'r' 4�q.:Y:a4 ���xff e G h I , 4 dl IIS � � I •vr>Z p �" I - e blra No to J I I 'el I °• { ! — del �- o I � �; I • I . �I • � : I 0. I .. I - i l I I f � I ,• I - I I iIL6 I i � . I I I •- I � ° I � I ff _ I I I o 1 � I , t I fi � � � _• I -' i I Mll L----- — --- — LJ -- -- --fie' CB t LEGEND " WETLAND FLAGS «. _ „s--.- = EXIST. CON T. et r N h ( �S w—w= = PROPOSED WATER . x,, � _ TEST PITS ;: - ■ - CONIC BOUNDS �� PROPOSED \ 36' > ova Ha ' 1500 GAL �. , PERCENTAGE OF LOT COVERAGE ' TANK \ \ LOT 202 " „ P OS Gp moo, . LOT AREA 40,266f S.F. Al .. ` �•\ \ t i PROPSED STRUCTURES 11.2% > PROPOSED DRIVEWAY 10.6% OTAL PROPOSED 21.8% "" PROPOSED S.A.S. ,t \ \ k' °t , ' Y CHAMBER TRENCH c \ /! ® I' \\ %� �` \ / -, � \ xooeu c.,ie•• :a zuaauwn .rti o iCi'•o �, a � LOCUS M A P PROPOSED RETAINING WALL i `� �' `1 PLAN REF. 1 43 DESIGNED BY OTHERS �i i l ' TOP OF WALL 129't ; , o P/8 \ , ; r f� DEED REF: 407 —209 ASSESSORS MAP: 02/ 78 ZONING:0ro f SETBACKS: 30 —15 —15, FLOOD ZONE: C i t i \j \/ ----- bTT of Ma' r-r---- PANEL NUMBER: 250001 0021 D i s 110 N o Jz� �� / \\ �/�\ DATED: 7/2/1992 CB i ' t I N �07/ (FND) i ( ! / , L,�T 291 \� \ CBI---- e , l 0 A.1A. 0 07� / \ (FND) M i ( �! 4•07 65.9�SQ f // �j� F PROP rSED i ( i { It !l l /, //./ p,��1 F e. ` 1 -(N 0 F/(� HOUSE ,0 , 1 r t ! / / f 0 -,\ gss9 PLOT PLAN OF LAND DAVID �y Y 1 r ! r B. ;, LOCATED AT: '91 k i 1 ft ! t r MASON m i—�—w I ( I , Q TEST PIT o N0 1066 G, 68 CEDARWOOD ROAD I X o wL-L_w�J �' FLAG WETLAND ? F ,, , ; I N , 1. , w O 1 3 ���8TE � C 0 TU I T, M A r, � ) r i v. r:! � ADO i ' 1 ► °� V FLAG a Odam- 4 PREPARED FOR: I !``4 I , i�3� ( I� Cb O �• FLAG ®► or1,11AIS . VINCENT GADOURY ' I ��N S� MARCH 20 2014 0 ( i i { ,o� ' �} ` V� ��5 °oz'�P�G�S7CRF0 chGs�® , S i EPHEN u w LOT 200 04 p �i. ®FLAG 00YLE �Q" o 6 ® 3 ° = REV: e®�41V REV: (FLAG vvvvd�uv�¢ REV: r' 7 o 7 YANKEE LAND SURVEY CO INC. ] j GRAPHIC SCALE 119 ROUTE 149 BENCHMARK: CB I` 40 0 20 40 so EVA ELTION: 178.83'�ND) a ° ELEVATION: ASSIGNED 01 M A R S TO N S MILLS, M A FLAG try $ �:�i � TEL: (508)428-0055 FAX: (508)420-5553 1 inch = 40 ft. r j FLAG yankeesurvey@comcast.net www.yankeesurvey.net 1 t g ' . SHEET 1 OF 1 JOB#: 54994 JM a - - - CB LEGEND � � �� � �� Ran � � • �ca F , � �..61i'6h5'�CA+^6� $ Nr .�P �.$F t y�° �` = WETLAND FLAGS A EXIST. CONT. 00 W—W— PROPOSED WATER ��� f TEST PITS Lctuc t�, nlr9+ a'` `�\ .1 E , . I ■ = CONC BOUNDS r PROPOSED �� \y 36' 1500 GAL Tr, ` Q- LOT 202 PERCENTAGE OF LOT COVERAGE . 01 TANK X A. � F a . \ g� GA�nc° �_ &' LOT AREA 40,266t S.F. s A v t E PROPSED STRUCTURES 11.2% a \ PROPOSED DRIVEWAY 10.6% : PROPOSED S.A.S. ,�A , j ! �\ . ` OTAL PROPOSED 21.8% CHAMBER TRENCH tt /� C '- I r 61, I - LOCUS MAP PROPOSED RETAINING WALL c t 0� i4�J l t--— \\ / \`` / �OQ. r DESIGNED BY OTHERS , �, Q� o t t , PLAN REF: 19-143 TOP OF WALL 129'f /e t . 79-209 t� �\ DEED REF: 240 / i t / /t 78� y• � ASSESSORS MAP: 020 0 ZONING: RF SETBACKS: 30'-15'-15' t t / FLOOD ZONE. C PANEL NUMBER: 250001 0021 D t ► t � J ->:n�- t t CNNo 2 , DATED: 7/2/1992 / \ CB t r t i `° `� N //foj T 2Q1 ��/ t� �- . (FND) o r f� 1 ./ A 0?0-07 /t� �' (FND) ------- ea �i---- t ! f ( 4or2226s. so! F N 1 i ' P t 1 I I I �r t l /t'� ROPSED �� F / 1 HOVE ,� , � r r ,;�,�� ' PLOT PLAN OF LAND ��• y t t j i { - f 1� !l �� �, ,��c��' OF �NI; ` LOCATED AT: , �i91., i ht t 1. ft F r t / ."—�`n DAVID , - t t ( Q TEST PIT B. e; 68 CEDARWOOD ROAD w, WVV—E-1jIN i /.rFLAG WETLAND MASON 1 Q a� s No.1066 G:�, C O TU I T, MA f "t. `mose o � t t t t cb^ J FLAG :1 5c ��': .�SEi a �- . , C ► I � ; O 4 a PREPARED FOR: \ \ ' ; , P3f i ice' �' ` 0 z t�. FLAG VINCENT GADOURY N i , # .o� t a �� t�5 MARCH 20, 2014 o N �—� /� I -, o LOT 200 N , /' F 6 c ; REV: MARCH 25, 2014 . of Qj o �f REV: N � { FLAG REV: 7 GRAPHIC SCALE YANKEE LAND SURVEY CO, INC. BENCHMARK: CB� I � 0 20 40 8D 119 ROUTE 149 ELEVATION: 118.83' r ND tt Q ' M A R STON S MILLS, MA DATUM: ASSIGNED 1iaf FLAG .L-- 8 — ' TEL: (508)428-0055 FAX: (508)420-5553 { t j 1 inch = 40 ft. Q yankeesurvey0com cost.net www.yankeesurvey.net r t �40 'FLAG P 9 SHEET 1 OF 1 JOB#: 54994 JM • I� ,IN od S EWAG E. - 'SYSTEM:, .P R0`F I LE VI EW N .T 5 . PROPOSED (36" MAX COVER OVER SYSTEM :COMPONENTS) T.O.F. 125' PROPOSED FIN GRADE = 121't cD RISERS PROPOSED FIN GRADE = 121'f - 4" PVC 20" 20" 1/8" TO 1/2" DOUBLE WASHED STONE ® 3" THICK OR GEOTEXTILE FABRIC VENT DIA. DIA. EL 118.48' PROPOSED FIN GRADE = 121't i i i i i 7 8 MIN INV EL Dv� 1 � 8.5 r � INSPECTION 120.0' INV EL 10" MIN. 14" MIN. INV EL OKi T L 118.05 118.2' BELOW FLOW LINE 117.95' INV EL MIN. 6" IN EL LIQUID LEVEL 48" 117.68' SUMP 117.48' EL. 117:22' o 0 0 0 0 0 ° ° GAS BAFFLE 6oe .r ° ° ° tr " STONE - a a in PROPOSED 1500 GALLON TANK DISTRIBUTION BOX 48" ° 3/4" - 1 1/2" °48" ° DOUBLE WASHED STONE TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A PRECAST REINFORCED CONCRETE DISTRIBUTION BOX 50.5' 14 MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON DISTRIBUTION BOX SHALL HAVE WATERTIGHT COVER . 0 THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLY UNDER THE MINIMUM WALL THICKNESS = 2" CLEAN-OUT MANHOLE. 0) THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" MINIMUM INSIDE DIMENSION = 12" ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT 2" MINIMUM BELOW INLET INVERT. SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO BOTTOM OF SOIL PIT = EL. 105.3' OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. THE HEIGHT OF THE DISTRIBUTION LINE INVERT AFTER ALL LINES HAVE NO GROUND WATER OR MIDDLE ACCESS PORT SHALL BE 8" DIA. MINIMUM. BEEN SEALED IN PLACE. REDOXIMORPHIC FEATURES OBSERVED THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION. STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A ,LEVEL, 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH TO PREVENT SETTLING. 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND TO PREVENT SETTLING. SEPTIC TANK CAPATICY: DESIGN DATA: r FIN GRADE = 121'f . . 7 REQUIRED - 660 GALLONS AT 200% SIX BEDROOM = 6 X 110 660 GPD REQUIRED FLOW 12.83' PROVIDED - 1500 GALLONS NO GARBAGE DISPOSAL ALLOWED •° ° •° , USE: CHAMBER TRENCH 50.51 X 12.83'W X 2' EFF/DEPTH 34" "° (50.5' + 50.5' + 12.83 + 12.83) X 2.0 = 253.3 S.F. - - • 48" • 58" f 48" GENERAL NOTES: 50.5' X 12.83 = 647.9 S.F.: 1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP 901 .2 X .74 = 666.8 GPD TOTAL DESIGN FLOW TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS NUMBER of TRENCHES = ONE NUMBER OF UNITS = FIVE FOR THE SUBSURFACE DISPOSAL OF SEWAGE. SOIL DATA: 2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN . 6" TEST DATE: 03-18-2009 PROPOSED 'LEACH TRENCH END VIEW OF FINISHED GRADE SOIL;EVALUATOR: DAVID B MASON INSTALL FIVE 500 GALLON SHEDS 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF APPROVAL DATE: 10/94 WITH FOUR AT SIDES FEET OF DAND ENDS OUBLE WASHED STONE WITHSTANDING H-10 LOADING UNLESS THEY 'ARE UNDER OR WITHIN 10' 1. GENT: DONNA MIORANDI A HEALTH OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN P#:i 12497 A ' 10' OF DRIVES OR PARKING, UNLESS NOTED.4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION T.P. #1 PERC(<2 M/INCH T.P. #2�PERC <2 M/INCH T.P. #3 PERC <2 M/INCH T.P., #4 PERC <2 M/INCH OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR EL 119.5' 0. EL 118.7' 0. EL 117.5' ` 0. EL 116.3' 0~ ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. b ORGANIC ORGANIC b°b ORGANIC .0. ORGANIC 5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS OTHERWISE NOTED) °" { 3" ~°~ 3" 3" 3" 6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE "Ls" 10 YR 5/6 "LS" 10 YR 5/6 "AO" "LS" 10 YR s/s "LS" 10 YR 5/6 'AO- 7" bAOb "AO"7" 7" 7b MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS. 10 YR s a . 10 YR 6/8 10 YR 6/8 10 YR s 8 7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. "BW~ "LS" / "BW "LS" "BWb "LS" "BW "LS" / 8. EXISTING SYSTEM COMPONENTS - IF ANY - SHALL BE ABANDONED PER PERC ELEV.: 116.5 EL 116.5 36" EL 115.7 36" EL 114.5 36" EL 113.3 36" TITLE 5 REQUIREMENTS. MEDIUM MEDIUM MEDIUM MEDIUM PERC ELEV.: 113.0' " SAND SAND SAND SAND 9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE Cl 10 YR 7/3 "C1~ 10 YR 7/3 "C1" 10 YR 7/3 "C1" 10 YR 7/3 4• ELA 5ol 132" EL 1 7.71 132" 132" EL 105,31 132" SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. I 10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR NO G\WATER OR NO G\WATER OR NO G\WATER OR NO G\WATER OR { COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES SHEET 2 OF 2 JOB#: 54994