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HomeMy WebLinkAbout0026 SAINT JOHN STREET - Health 26 Saint " ;` Hyannis A= 291-156 I �I i �, TOWN OF BARNSTABLE LOCATION SEWAGE# n�?— 3S14 VILLAGE � �1dlj� ASSESSOR'S MAP&PACE 7EXeZ INSTALLER'S NAME&PHONE NO. goo . SEPTIC TANK CAPACITY LEACHING FACILITY:(type) U S (size) f l� 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 leaching facility) Feet FURNISHED BY t W v.3 Zts � � a Cz O 04� Town of Barnstable P# 27a > Department of Regulatory Services MRNSTAz`it, Public Health Division ��3� Date 200 Main Street,Hyannis MA 02601 Date Scheduled Io t Time Fee Pd, 4 Soil Suitability .Assessment or ,f Sewage zsposal Performed By: � (S L�S Witnessed By: v• (N` LOCATION & GENER A T•INFORMATIONr�Location Address •�� � / �/ ,Q9/v < ,f '(� r — Owner's Name h15 t t� t oU�/ Address Assessor's Map/Parcel: G� / ! ,5 �Z, Engineer's Name NEW CONSTRUCTION Z—, - 'REPAIR Telephone# �J����10G f J Land Use / �t¢�/ L Slopes(9u) Surface Stones 4/Uy / s"!e►-- Distances from: Open Wa�tody /d 'ft possible Wet Area _ / ft Drinking Water Well 'v//t_pt7x"A/VM,` Draihage Way IV/,¢ ft Property Line Zee 1.4 ---_-_ft Other ZU -- � ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in roximi r P ty to holes) r r , �Yi 1 AV 9i — �� t (LL' Lam.� � • • ' Parent material(geologic) L p �Nfy Depth to Bedrock, Depth to Groundwater. Standing Water in Hole: �ZCJYCQ Weeping Ihm Pit Face /Vt»'t.Q Estimated Seasonal High Groundwater _ _.1DETE Method Used: ATION FOR SEASONAL HIGH WATER TABLE /f/ Depth Observed standing in obs.hole: It/� Dc th t in, / p o weeping from side of ob .hole: Depth t0 soll motth : N Index Well# _ ^,� �—��_[n, Groundwater Adjustment Reading Date: Index Well level it. Adj.factor, Adj.Grout, Lcvel Observation /'�/ ' PERCOLATION TEST Date so Tbna /�Q� Hole# / ���� Time at 9" ----_ --Ye Depth of Pero N'L L Time at 6" _ /l• !� Start Pre-soak Time @ Time(9"-6") End Pre-soak Rate Min./Inch Z � Site Suitability Assessment: Site Passed / ^ Site Failed:_ g Additional Testin• o Needed(YM) /yy Original: Public Health Division' Observation Hole Data To Be Completed on Back----------- ***If percolation testis to be conducted within 100' of wetland, you nnust first notify the Barnstable Conservation Division at.least one (1) week prior to beginning. Q:4S EPTICVER CFO RM.DOC Depth from DEE,P.OBSERVATION HOLE LOG Hole# Soil Horizon Soil Texture Surface(iri.) (USDA) Soil Color Soil Other (Munsell) Mottling (Structure,Stones;Boulders, on istene % ,ravel wo �v �rlU 'q �✓��� I DEEP OBSERVATION HOLE LOG Hole#Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA). (Mansell) Mottling (Structure,Stones,Boulders. Consistent %Grave. l) 1 �aOf v �� 2-d IS C Iiew moray vi �- z.sy?.� rru*j e rre DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other (USDA) (Muosell) Mottling (Structure,Stones,Boulders. Co aijtenc To Gravel i DEEP OBSERVATION HOLE LOG Hole ` Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) {Mansell Moulin g (Structure,Stones,Boulders, Consi ten I Flood Insurance Rate Map: 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 prrviou§ material exist in all areas obsarved throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? 5 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 trainin erti e and experience e ribed in 310 CMR 15.017. ate Si nature <` 1p-2—49 g D QAS B11TIC\PERCFORM.DOC 1 Town of Barnstable Regulatory Services Thomas F. Geiler,Director Public Health Division 639- 6. Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: 3o 0 Sewage Permit# U01AW Assessor's Map/Parcel / - !S( Installer&Designer Certification Form Designer: {^ Installer: WatctS� 4 Address: r Address: L/LID nAtA6 ` OZ5W ' On 101416f F/Sic was issued a permit to install a '(date) (i taller) septic system at S ' all S $ based on a design drawn by r (address) F� Wdated (designer) _ZI 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. Stripout (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 R g1ulations. Plan revision or certified as-built by designer to follow. Stripout (if re o>�uu___Nvected and the soils were found satisf ory. DAVID D. `a " D o FLAHERTY, JR. U+ Installe ' ignature) No. 1211 Ir �FG/STEREO SgN17AR\Pa esigner's Si atur (Affix Designer's Stamp 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. gAoffice formsWesignercertification form.doc s TOWN OF BARNSTABLE v LOCATION, -5> 1 KC�j SEWAGE # . VILLAGE , ,*a up'a�s ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. 9A a L"5e i(_ _. SEPTIC TANK :CAPACITY j�\CAJ LEACHING FACILITY:(type) T� �C � �` (size) NO. OF BEDROOMS ' . PRIVATE WELL OR BLIC c BUILDER OR OWNER r» A--�� Tn,�y� DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: v.— VARIANCE GRANTED: Yes No - f �o Ma �a� 4 G.. � THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE , vvfiratiutt for Diri.puual lVorkii Towitrurtiun Vamit Application is hereby made for a Permit to Construct ( ) or Repair (V/)"'an Individual Sewage Disposal System at: Location-Address ! or It No. ........ �?�`_.... G�_Slk ............................. I 5..?�!k e! — ...•........................ Owns A rc / a Installer Address Type of Building Size Lot............................Sq. feet V Dwelling— No. of Bedrooms._. ---------------------------_.--.--Expansion Attic ( ) Garbage Grinder ( ) a4Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( ) 14 Other fixtu es ------------------------------------------------------ W Design Flow........ ---.............................gallons per person per day. Total daily flow..... __T�_........................gallons. 9 Septic Tank L Liquid capacity[ d_galIons Length_ --------- Widtlil�__________- Diameter_............. Depth................ Disposal Trench--No- -------------------- Width.................... Total Length.................... Total leaching area.....................sq. ft. Seepage Pit No-----/.............. Diameter-__-_'13�------- Depth below inlet.._..--......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit______,_.-___-_----• Depth to ground water........................ Lz Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 9 •--••-•----------------------------•-----•-•••----•-•--•--•-------.... •................ ..................................................................... 0 Description of Soil........................................................................................................................................................................ W U Nature of Re airs or Alterations—Answer whe pplicable._ 1...� :(F .......... .= :QW- --------------� �._ .F:T-'.1 .. . (i�<- ..................................... ................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned furtlpr agrees not to place the system in operation until a Certificate of Corn Ii nr n iss th. Date Application Approved By .............. - /l Date Application Disapproved for the following reasons: . . ......................................................................... . . ................ ........................................ . . ............... . . . --..... Dace Permit No. C ---_.�?- -..q.-..--------------:._ Issued ............................... Dare Y t w At No. l.--f- - - \ Fxs. ._............... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE— P t Appliration for Diripntiul Works C omitrurtion ramit Application is hereby made for a Permit to Construct ( ) or Repair (�an Individual Sewage Disposal System at: ................L........ :..v.0 J grzyi/f� ��'=-----------------------•-•.----•• ------•... ---.....••••.... r-� `Location-Address / or Lot No. ............................ •---•------•----- y................ O�cncY I Address ------------------- _-----•--- 0.. ._..�!u_f_`'V:._...79 ...../?`.. ..................... Installer Address UType of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms.__----------------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures -------------------------------------------------------------------------------------- .............................................................. W Design Flow........". ........................gallons per person per day. Total daily flow...751 .......................gallons. WSeptic Tank 1.Liquid capacity[4d O__gallons Length___--------- Widtli�_ ------------ Diameter__-............ Depth............._.. x Disposal Trench--No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-----l.............. Diameter._.. ---______ Depth below inlet....qi......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ fi Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 0+ -----•----••-•-......-----•--•-•---•--•-•-•---••---------••••---••----•.....................•................................................................ ODescription of Soil.................................................................................................................. ...................................................... W U -•--•••---•-....--••---•••-••-•...-•------•-•-•-•-•....--•--------•----•----•••------------------------••--••-------•........----•---••--•-----------•-•------•••....-••-............---•-•....---_-•... W U Nature of Repairs or Alterations—Answer when ti ......... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Com liaace_has_been issued y the-board-of health. ig� ned ...-.. c �......._..... ...:.:........._... .;.......... Dare ApplicationApproved By ............. -------- _ ................. . .._... . . .............. e Application Disapproved for the following reasons: ..................................... .---------------------------------------------------------.................. I ` D .................. Permit No....----��.v-------- .. ......................_ Issued ........................ri�.e...............................ace........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cgextifi a e of (1111omplianre THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired -.w:r( ..�-.{ :r ..... i . . .................. ...--........ . ..-- ................... by ..........................................- - .....-..... at ............. ........ - -------.---_.I........... .: T_` ...J_c.-L w--------- 5( .............-— ' ..... :5 ............................................................ has been installed in accordance with the provisions of TITLE 5 of he State Environmental Code as described in the application for Disposal Works Construction Permit No. ...... dated ....................... . THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE...... '' ........_.... ......... Inspect-... .. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE ..._...f�_. FEES.--.................. �t���stt1 >�r�� �>Qa��tr�trti�n �rrmit Permission is hereby granted-------- . :_ �-.= l i_ �-............................................................... to Construct ( ) or Repair �ndivirlual(Seen e Disposal ystem atNo......................................... ----_--•-----/..---..:�' �. --�-.--=v--------- Sf ................................ Street / as shown on the application for Disposal Works Construction Permit No.,. ).� Dated......I��i�.:-::�U--...�..f. t e�DATE G Board of Health �� - 1 l FORM 36508 HOBBS R WARREN.INC..PUBLISHERS 1 - i I I I I I - �. . I I � I I �. �� I I I I I I I G d 4 i I I - .. - _ /�� i i, i I I I I I I I i I i • i I I ,. i i . i I _ . � _ . . - 1 I 1 ii i � - I - II -. i I i I - I �I i II - I � � . 1� � .. - G `" I L I - _ } I i - I I I i � - I I I ., ' . . I �� � I i I - I j - '! I � I I i � I 1 I � I � � a 1 i I I �� I I � - i f I. i 1 No. Fee , " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitation for 30isposal 6pstem Construction permit . Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. p�y�t , u ® ' S Owner's Name,Address,and Tel.No. { Assessor's Map/Parcel — Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. ! SV1,7 i/C. =�/C pe of Bu' ing: Dwelling No.of Bedrooms . Lot Size sq.ft. Garbage Grinder( ) Other Type of Building /�(��/S r'� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd 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) lxe-v 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 Q00e and not to plac a system in operation until a Certificate of Compliance has been issued by this Board of Health. Si gned Date Application Approved by Date Id 02 —U Application Disapproved by Date for the following reasons Permit No. �C,Q1 c► — �O Date Issued 0 ? 6 "d ------ ------------------ I ' f ... l .a 1 _ _ !t `� „J * ?. .. - � `,, t .. �.�� l, ,'� ` � �..{s t. "' � � — J e i .._ _. M_ ..s� ., �,' - _ .e.. � Y i 1 ,.�-t-.:_••-�r+w.+w•-.e-'.rv�f�ei�,q•t,f^j .-�.tLs^"�`'..,t•>4.:r- ..-„-�.-.-...,,,.y�,�-.,.,-^.w-- -,._....... w.r....-..-r,:--� .�..,..- �f;,-,,,,; .�.•.,r...,--`--•v-•.-.....:..-.y..y.-.� -.._..-..._ ...1.... _`.� ..T.-. �.. � II ......,,. `,,, ' IPA u ` a� 'a•r- \ F io Y ✓ / (/ = •\ �," Fee f i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS-,` Yes , ftpfitation for IBisposal *pstem Construction i3ermit Application-for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. �G Ol"s Jplj� S Owner's Name,Address,and Tel.No. Assessor's.Map/Parcel O-e*/14 /!?CP-A sZ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �h Sv,2 1,1C =rric Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building yo No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 7 gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 2124-e-r Description of Soil t 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 Certificate of Compliance has been issued by this Board of Health. Signed [ ) J / / �— Date + Application Approved by rp/ Date /0-02 U g Application Disapproved by Date - for the following reasons Permit No. r9 Q 1 Ci - Date Issued' 6 6 J ---- --- -- - ----- _ - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance r THIS IS TO CERTIFY, at :e On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by J y/ at Cv S l#M 11 , _,2 yS(- has been constructed in accordance a, with the provisions of �Title 5 and the forr,Disposal System Construction Permit No,f i-3 T b dated Installer ii'J/�I�I,/�?_ /Lj �.-!� Designer #bedrooms � Approved design flow O y gpd The issuance of this,permit shall not be construed as a guarantee that the system will ction a s designed. Date Inspector No. a UA�- Y(, Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem.Construction 3permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at t-, ST 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. j Date U ` -U ( Approved ��J� i FIRST FLOOR,,.PL.AN� HYANNIS °s BEDROOM REMOVED BATH REPLACED � LOCUS � C- KITCHEN Z 'O m O 2 5p, DINING 9 o _ p� N G N � [BEDROOM LIVINGROOM PARCEL ID: �-< 291/038 ! o FAWCETTS� r- POND c\ ) ROTARY AIN STREET S7 , 8 27 5p„E / LOCUS MAP 136.160 LOCUS INFORMATION GAS o PLAN REF: 167/85 METER Ln TITLE REF: 6410/273 L GAS— O 32.00' , CB/DH PARCEL ID: MAP 291 PAR. 156 IN STATE ZONE-II ct '� 2�`� �9 EL.=48.95' ZONE: "RB" "WELLHEAD PROTECTION ZONE" (WP) - 19. , FLOOD ZONE: "C" I (� O N STOOP �,,,,,, GAS 0 3' S S .� 8 GIS± COMMUNITY PANEL: 250001-0005—C DATED:08/19/85 —j ,� EL.=50.97' � SEPTIC SYSTEM m o GISt � \ TM, REPAIR PLAN LOCATED AT: � �`L iv �O^ I _ — _ w - - - — 26 0 �►� w ��' � GAs #26 SAINT JOHN STREET O 31 7 % # ETER PARCEL ID: H YAN N I S, MA. 3 W / Z� �� 291/157 PREPARED FOR ' '5 W RANCH BLHD Q o �- DEANA R. THOMPSON TBM � EL.=50' GSRAGE OCTOBER 07, 2009 1 — _ _ 1 r o G►S± (SLAB) " ` DRI VEWA Y -� , . :: H�F ��A`� �F Mqs `��of c ' 00 RAMP _ o� D VI DWARD ma`s ' ��ON�N ', ABANDON EXISTING A. 1 1000 GAL. TANK 7 x r FLAH TY, STON /& LEACHPIT PER TITLE V / ZD N 2»0 90 ,p 8 I 49 / c� Tee Te } . SANIT R1P PARCEL ID: p 291/156 CB/DH Q 1 oo, AREA=15,263t S.F _ _ — _ 114,24 �- - - 7 56,50"E ��� l' E. A. S. - g86 _ — SURVEY, INC. 9 ACE 4 141 ROUTE 6A GRAPHIC SCALE SALT POND BUILDING P.O. BOX 1729 S I ! 20 o I ,o so ao so SANDWICH, MA. 02563 W FEET ) BUS:(508)888-3619 FAX:(508)888-2496 1 inch = 20 ft. SHEET 1 OF 2 J 1201 t� 1 . at. 2 � r :._- TOP OF FOUNDATION a .- „ 2" LAYER OF EL=50.67' 4" SCHEDULE 40 P.V.C. WASHED STONE I--10' MINIMUM MIN. PITCH 1/8" PER FOOT OR FILTER FABRIC w. EL=49.6' EL= 49.7 FG EL= 49.5 ... FG EL= 49.5 �. ....... ..........,,...•.•••.•.......•• fl .`. _ 49.0 6 MAX. ..,.,::: :: ::.......,:;;:,,..,•...,,, ;: «<;;<...• .••..Z ,,. 6" MAX. CONC. INVERT �.,:;;• RISER & j.. EL= 46.17 3.0't CLEAN SAND FILL EL= 49.15 COVER LEVEL PER 310 CMR 15.255 2.75'f 2.5'f EXISTING PIPE 25' S= .O6 FOR 2' FLOW LINE 5.0' S=.01 EL= 46.5 INVERT INVERT 110" 14" INVERT INVERT IN 12 IEXIST.) EL=48.09' MIN. EL= 47.89 EL= 46.39' 6" SUMP EL=46.22' l8" EL= 45.5 4' GAS 6' BASE OF MECHANICALLY BAFFLE COMPACTED SAND PROP. DB3 32.0' EL= 43.55 DISTRIBUTION s_ BASE OF COMPACTED SAND MECHANICALLY BOX 24-QUICK 4 STANDARD INFILTRATORS (34 W X 48 L X 12 H) EACH Z. INSTALL NEW SOIL ABSORBTION (TRENCH FORMATION) Mc6 1 ,500 GALLON TANK PROFILE OF SYSTEM (S.A.S.) 8.5' X 32' ui SEWAGE DISPOSAL SYSTEM (NOT To SCALE) BOTTOM OF TH #1 ELEV= 37.4' 11 (NO GROUND WATER) GENERAL NOTES I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION PURSUANT TO 310 CMR 15.017 TO CONDUCT 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. SOIL EVALUATIONS AND THAT THE ABOVE ANALYSIS HAS BEEN PERFORMED TITLE 5 AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS BY ME CONSISTENT WITH THE REQUIRED TRAINING,l, EXPERTISE, AND EXPERIENCE FOR SUBSURFACE DISPOSAL OF SEWERAGE. DESCRIBED IN 310 CMR 15.017. 1 FURTHER CERTIFY THAT THE RESULTS OF MY DESIGN DATA: 2. AT LEAST ONE ACCESS PORT OVER TANK TEES SHALL BE SOIL EVALUATION, AS INDICATED ON THE ATTACHED SOIL EVALUATION FORM, ` ACCESSIBLE WITHIN 6' OF FINISH GRADE, WITH ANY REMAINING ARE ACCU TE ND I AC NCE WITH 310 CMR 15.100 THROUGH 15.107. ' ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. NUMBER OF BEDROOMS.........__ 2 ��BED. DESIGN 3;.ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE _ CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE GARBAGE DISPOSAL.............. NO UNDER OR WITHIN 10' OF DRIVES OR PARKING AREAS THEN THEY EDWARD A. STONE, C RTIFIED SOIL EVALUATOR TOTAL ESTIMATED FLOW MUST WITHSTAND H-20 LOADING. I 110 GAL./BR./DAY X 3 BR. _ 330 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION ( ) ------ OF ALL UTILITIES PRIOR TO ANY EXCAVATION. 330GPD X 200% = 660 GAL . 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE TEST PIT RESULTS: USE EXIST. 1000 GAL. TANK OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. INSTALL: 6. FINISH GRADE SHALL HAVE A MINIMUM OF 2% GRADE t OVER THE S.A.S. AND DISTRIBUTION BOX. SOIL TEST DATE: OCTOBER 02,1 2009 24 QUICK4 STANDARD INFILTRATORS (34"W X 48"L X 12"H) 7. SEPTIC TANK SANITARY TEES SHALL BE CONSTRUCTED OF AND BACKFILL WITH CLEAN SAND FILL PER 310 CMR 15.255 SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6' ABOVE B.O.H. AGENT: DAVID W. STANTON, R.S. THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND SOIL EVALUATOR: EDWARD A. STONE SOIL CLASSIFICATION................ LOCATED DIRECTLY UNDER THE CLEANOUT MANHOLES. DESIGN PERCOLATION RATE..... <2 MIN. IN. 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT EFFLUENT LOADING RATE..........__74___ ELEVATION OF THE OUTLET PIPE. REQUIRED LEACHING CAPACITY.....330_GAL/DAY 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES. TH 1 EL.= 48.9 8"BOTTOM<2 MPII 10. THE OUTLET SANITARY TEE SHALL BE EQUIPPED WITH A GAS CPERC © 4 F / LEACHING CAPACITY PROVIDED....:3_3_5 GADAY BAFFLE, 4 INCHES IN DIAMETER AND CONTRUCTED OF 4" PVC. ELEV. DEPTH IN.) HORIZON TEXTURE COLOR MOTTLING OTHER (3) ROWS OF (8)INFILTRATORS X 4.72 S.F./L.F: 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND FIRST TWO FEET OUT OF THE DISTRIBUTION BOX SHALL 48.24 0"-8" A" LOAMY SAND 10,YR4/3 N/A ----- 96 L.F. X 4.72 S.F./L.F.= 453 S.F. BE LEVEL. 46.9 8"-24" B LOAMY SAND 1oYR5/6 N/A ----- 453 S.F. X .74 GPD./S.F.= 335 GPD 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION TO EAS SURVEY INC. FOR B.O.H. AND DESIGN ENGINEERS REVIEW 37.4 24"-138" C ED./COARSE SAND 2.5Y7/6 N/A PERC. AND APPROVAL. M NO GROUNDWATER/NO MOTTLES 335 GPD PROVIDED - 330 GPD REQUIRED = 5 GPD RESERVE . T-f 2 E L.= 48.9 � �cH OF gas OF CONSTRUCTION NOTES: .z�� s!41 �� EDWARD cy� SEPTIC SYSTEM DETAIL PAGE 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND ELEV. DEPTH (IN. HORIZON TEXTURE COLOR MOTTLING OTHER �o D D ID GNP ��° A 26 SAINT JOHN STREET ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 48.4 0"-6" A LOAMY SAND. OYR4/3 N A ----__ o D # WORK ON THE SITE. / FLAHE R. No ONE cn HYANNIS, MA. 2. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE 46.9 6"-24" B LOAMY SAND OYRS/6 N/A ------ o. 11 p o WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT 37.4 24"-138" C MED./COARSE SAND 2.5Y7/6 N/A ----- 40 o� @ g E `� OCTOBER 07, 2009 IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 1 S. s J S. ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING NO GROUNDWATER/NO MOTTLES SgNiTA U 'AID SHEET 2 OF 2 J# 1201 TAPE OR A COMPARABLE MEANS. , ° _ - _t _ t 1 , h 1 J .