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HomeMy WebLinkAbout0248 GLENEAGLE DRIVE - Health 248 Gleneagle Drive Centerville, MA 02632 A= UPC 12534 Na 2�R -------------------- No. ; )0�1 (] 3 _ Fee .I THE COMMONWEALTH OF MAS$ACHUgETTS Entered in computer. Y es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,'MASSACHUSETTS ZIppYication for 33ioponl *pZtem com0mrtion permit Application for a Permit to Construct( ' )Repair(Upgrade(off)Abandon.( ) ❑Complete:System El Individual Components Location Address or Lot No. hv►"Y Owner's Name,Address and Tel.No. Assessor's Map/Parcel �C� /1 j _L14 $ (Z cyAC� Installer's Name,Address,and Tel.No. 6 Designer's Name,Address and Tel.No. �� .v� E✓YL}e� .s 45 $���y7S yvz� f'i S' P.®.pjdn '?to3 _�\4 m-z-e3 L 5'c1!F,5'3 -7 4 Type of Building: _ Dwelling' No.of Bedrooms Lot Size lJ r 23 sq.ft.. Garbage Grinder( ) Other Type of Building No.of Persons '2" Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 gallons per day. Calculated daily flow 3 3 O gallons. Plan Date (4 ��� Number of sheets I Revision Date. Title 2-4 8 6"CAI Size of Septic Tank 11300 Type of S.A,025j, 1 VA Description of Soil Nature of Repairs or Alterations(Answer when applicable) t Date last inspected: L w--% Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b is Board of Health. Signed Date 7^ Application Approved by Date 2- 'D� Application Disapproved for the following reasons Permit No. Q.Q 0J-'- g(3 Date Issued -7 t'fJ S No. aU�S� 3.13 Fee 60 — THE COMMO IW ALTH OF MASSACH S TTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN-OF BARNSTABLE, MASSACHUSETTS ZIppYication for Migponl *pgtem Cougtruction 3permit Application for a Permit to Construct( ;)Repair( pgrade( o4Abandon( ) El Complete System ❑Individual Components t Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's MapRarcel Q"�/t Z �S 6te-n CN(ti (Z 044 Installer's Name,Address,and Tel.No. ` Designer's Name,Address and Tel.No. o �a� f7 c-3 Ceti,�(c�_;\t.t A zb3 z 5-A5-3 q -7 S ,A p- Type of Building: 4.� Dwelling No.of Bedrooms Lot Size IJ 1 Z3 3 sq.ft. Garbage Grinder Other Type of Building LA No. of Persons 7- Showers( ) Cafeteria( ) ,. Other Fixtures At Design Flow 3 ' gallons per day. Calculated daily flow 3 gallons. Plan Date 2- Number of sheets Revision Date Title V I C tot"Iry Size of Septic Tank I 0 O 11 Type of S.A.S. Ctoo jam( C"6eu 5 Description of Soils Nature of Repairs or Alterations(Answer when applicable) NM Date last inspected: V^mow^ Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system.,in operation until a Certifi- cate of Compliance has been issued by' is Board-of Health. Signed Date ^� Application Approved:by )JV h ! Date 7- I Application Disapproved for he following reasons Permit No. G OS-- (3 '� Date Issued ?` V0-S THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded(A< Abandoned( )by Cai.pu j �'l��D�.',c' t_r at 67�� 6`o e►��1 t has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a(krS' - dated -7 1-G t' Installer Designer aw The issuance of this permit shall not be c n tru d guarantee that the stem 1 ti�a as designed Date Inspector No. n 3 f Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE} MASSACHUSETTS Digpogal *pgtem Cottgtruction Permit Permission is hereby granted to Construct( )Repair( )Upgrade Abandon System located at ! %Le W U-X 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 must be completed within three years of the date of ttkis'pe itt Date: �` J- U S_ Approved by �' I _ 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I, hereby certify that the engineered plan signed by me dated (Q ® 05 concerning the property located at plaO,Je . , e-kJ; meets all of the. following criteria: •. This failed system is connected to a residential dwelling only. There.are.no commercial or business uses.associated with the.dwelling. • The soil is.classified as.CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests.at the site without a health agent present. • There is no increase in flow and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) (o e B) G.W. Elevation +adjustment for high G.W. 3.4 _ .4 0 DIFFERENCE BETWEEN A and B (Q© SIGNED : 2zr& DATE: O NOTICE Based upon the above information, a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. gASeptic\percexemp.doc Town of Barnstable Op 1HE Tp� � do Regulatory Services Thomas F. Geiler, Director • BARNSTABLE,MASS + 9�A 1639 ,0$ Public Health Division rEn �a Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 7/07/05 Designer: ShM Environmental Services, Inc. Installer: Capewide Enterprises Address: P.O. Box 627 East Falmouth Address: P.O. Box 763 MA 02536 Marstons Mills, MA 02632 On 7/01/05 Capewide Enterprises was issued a permit to install a (date) (installer) septic system at 248 Gleneagle Drive, Centerville, MA based on a design drawn by (address) Shay Environmental Services, Inc. dated 06/30/05 (designer) XX 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. 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. "SN OF hfgc, CARMEN yes taller's ignature) 0 E. SAY No. 1181 ISTV SgNITAR\PN (Designer's Signature (Affix DesighblY 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. Q:Health/Septic/Designer Certification Form 1 LO CAT SEWAGE P&RM I N VILLA E IN.STA LL R'S NAME & ADDRESS BUILDER OR OWNER ( DATE PERMIT ISSUED 30 Z? DAT E COMPLIANCE : ISSUED --.6 � j � � �� S. _, THE COMMONWEALVH"OF` MASSACHUSETTS BOAR® OF HEALTH 00 ............ ...........OF..........k3. .r ., . -: _.).e............................... AplifirFa#ion for Disposal Works Tonstrnrtiun Errant Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposa System atk ............... .......... .� .Y1 ....D-revc......... -----------------------L sE__4.-.••----....(..-------• --------- --_ Location-Address or Lo No. ------------ -- Owner Address n,talIer Address Type of Building Size Lot... .....Sq. feet U Dwelling—No. of Bedrooms........3...............................Expansion Attic ( ) Garbage Grinder ( ) aa Other—T e of Building No. of persons............................ Showers YP g ---------------------------- p ( ) — Cafeteria dOther fixtures ------------------------------------------------•-------------------------------------- ............................................................. Design Flow...... ...........................gallons per person per day. Total daily flow_.._......�.3.0....................gallons. WSeptic Tank—Liquid capacity_we t gallons Length-_43... _.... Width----2.V....... Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.....).............. Diameter......&a Depth below inlet...... ..... Total leaching area.Z&Y.-rsq. ft. Z Other Distribution box ( ) Dosing tank ( aPercolation Test Results Performed by ?'t-ed ... Date... 7,...L2 o Test Pit No. 1_4.L.....minutes per inch Depth of Test Pit-----Z.4r........ Depth to ground water. PN Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water---_-_--.-----------_--. G4 .................. O J Description of Soil.---- .t_ ...�f.- �; U - W --C' . UNature of Repairs or Alterations—Answer when applicable............................................................................................... -------•------------------------------------------•-------•------------------------.....----•---------------.--....--------------------------------------------------------------------.....--•-------- 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 by the board of health. Sign --------- -------------------------------------------------------------------------- -•------------...............--- j� Date Application Approved BY �d/I/� r........................_ Date Application Disapproved for the following reasons______________________________________________________________________________________________________ ---------------------•---.....---•--•----------.....-----------------......---------......_..------....--------------------------------------------------------------------------------. PermitNo......................................................... Issued......=7-_ -------- •=, Date No.......... , Fim..........S ..�..�...... THE COMMONWEALTH OF`MASSACHUSETTS BOARD OF HEALTH nt".. ............OF..................'"....✓...... .` ... ApAiration for whip i al Workli Tonstrurtinn Prrutit Application is hereby made for a Permit to Construct ( A) or Repair ( ) an Individual Sewage Disposa System at: yl Ile ..••-. j� Lo tion/ Address o Lo .45 _ o. . -•-- ... _'� .�.;gi... — ............. Owner Address a -------- .• it ..............................:.......... ............ :... ............. installer Address Type of Building Size Lot... e. _ .....Sq. feet U Dwelling—No. of. Bedrooms........ ...............................Expansion Attic ( ) Garbage Grinder ( ) �_l Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ------------------- ------------ ` - ------------------•----•--•---•=-------------•-------------------•- W Design Flow....... gallons per person per day. Total daily flow......----�-� �--_--•______________gallons. !Quo i WSeptic Tank—Ligmd"capacrty.l._._..__gallons Length.. .._ .__._ Width.._.�'t!_ ..___ D>ameter________________ Depth..:____.._...... x Disposal Trench—No..................... Width..................... Total Length.................... Total leaching area-------:------------Sq. ft. Seepage Pit No.....1............... Diameter...... ?'....._--- Depth below inlet.....t?'........... Total leachingareaA�Y?J__sq. ft. Z Other Distribution box ( ) Dosing tank �-+ S6er , .... �•---.------.-------• �---.17�-----._.....-_-. a Test Pit No. 1 --___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........................ Descrigtio Soils..._ " tl m r * y UNature of Repairs or Alterations—Answer when applicable.............................................................................:................. ...-.................................................................................................................................................................................................... Agreement.:. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT TIE5 of the State-Sanitary Code ' The undersigned further agrees not to place the system in { operation until a Certificate of Compliance has been.issued by the board of health. s..,, Sig .._ ----------------------•----------------------•----•--- •--------.__......... t Application Approved By-- '' / 4f.. ......................- Date Application Disapproved for the following reasons:-- ------ ---------------••---•-•----•-••- •.................................. --•--.I.......... ....................................•-----------------------•--------------------•-•-----•-----..........---•-------------------------------------------------------------------------------------- Date PermitNo........................................................... _ Issued-......................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD O HEALTH ........OF... . ....'" . .... .. ... .............................................. (9rdifiratr of ToutpliFanrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( : or Repaired•( ) by--..--.D...... ........... �f/ .... _.... ....4.pft W_ ... .. . . "-_ '"'..6 .. ...X has been installed in accordance with the provisions of T r of .The State Sanitary Code as descr' .ed in the application for Disposal Works Construction Permit No..�.__--��F--- � ?4 dated--- application -• --- ..................... THE, ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE............................................................................... Inspector_—...........................................,..................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD HEALTH ... .........OF........ t ' ........_ ........................ .. th'1 No.......�........�-- FEE...n .!�* . �i��rr��t1 nrk� ��an��nr#ilan rrnti� Permissionii-%�ereby granted.- ...........................................=.................................................................. ........................ 'r to Con t ( ) Repair ( ) an Indi a al Sys j. at No.`s-t- `--.... ,ram'""'... ... Street ' as shown on the application for Disposal Works Construction Per o______ ____ ____ ted.. �"'_`' __...._._.. . --•-•- { �' '--`�------- •---------•-------•.-- Board of Health^; DATE.....;,:`-----J7.kil.......................................... FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS 1 IL =y Prof 1� Prot:jo.o" ram,>r, row i 6.0 I i iz o iyu, 2 '] o t in: oy LOTS lk f op ' / D- GL. �. JU Rjrij,&RD. �y DAMES `� l < ALBERT A.. �, R. ., j p ticARN ,PEARSON, I v" No. 1287t y EX/ST/IVG SPOT: LEU�4T'/.ONS O,�O cXLSTL/VG .CO,V7)R - - 0- \SUR AL R FiN.5HF .P.OT ELE/�9T/ IVS O.O F/NISNE t7 C'O/VTOUR. 4. t 4r' PRO U✓ 1 ' e RD' OF NEALT� CERTIFIED PLOT' PLAN /N E MA l�9TE AGENT' r' Ctx TJ� Y i HAr rN,E RopvS E D AL 13ER T A. P�ARSOJV �lR �43 UILDING' SHOWN ON THIS :PLAN C .liiL E/V0:11iEER r0AIFGRMIS TO: TjYE .F.QA/1NO. LAWS UEivn�i SP�O'RT, MASS. 02� 3� : .: � . y r f`ATE 3� F wi+,•+.F.�.�. . ..... ���I�'s'.va' c�+�Rc�!,�a>s 'aA�'R'�]cfi+. 4 �i�:.i�..--•a.s.�.•i�•'aa�e'.�' t �r..,,;�;..,,.,,. �.... �.... -..�..._ :: ,.w�,,.;..a' nierRv�r"a:..r.wi v w.r...s :•:ro+..wu.�e�.wr+ +•�v�r. -,... o:.-.o . .. 4 SCAl 40 V .—SAND , CQNE`RETE'' .. E�CO: Jc..R E'E ERS VC" A/PE :. C E.R: /}MIN, P,ITC:H= . .-... . PER " ii 1 PT ' 2:70 PITCH4. 12.M. F y�/ GU Sr. I N 99:4 L,A 'I " OF ,��'.�,:: ,. � w. 9�>•r _ •t . o o c o. �8: . �2' �' i I ,p WASHED ,STONE P EQ ITCH: P _ : . .F,T. ., t �( bT a.: qWASHED .STONE 1: '000 :. a 4: �A PRECAST ..LEACHING: GAL k 0 o . ^ TI A o W PIT 0 OR:: E4U1V. ` TANK lNi/FPT ELEV/AT10N rb.: /�lvERT AT BUILD/MG J F-T ' GROUND IiVAT6R 'TA$LE ./k/L F T. SEP.,rl C TANK 9 9:.o'_ F T.. TLET 5. .PTIC TANK 9.9. 4` FT. }' �U. ., E. , .. SECT I QIV : OF: Ili/L:ET D/STR1BllT/ON: ,BOX :. 9 FT SF1/�4GE . DISPOSAL SYSTEM . . . 1 6UTLET . DISTRIBUTION. BOXNOT TO SCALE.' r INLET LEACHING 7- SOIL TEST DE.: 1Gl\! A: /O/VS:., DATE* OF, :SOIL TEST ' S L,ClJLAT C LtY/T/VESSE:D ,BY of N✓MBFR.'.: OF' SEDROOMS . .. : ; . .. .; : 3 < z fN o� cy {i P,ERCOLATI�/V =RATE MIN CH G ., �.. s GARBAGE D/.SG'DSAL. !VlT. :. : ....!/3;-�� ,a. �o' S.F- . �. t U , . SI,OE.WALL .AREA ..: :GAL � �f PEARSON JR::: -+ TDTAL ESTIMA.'TED:. _.'FLOW, T AREA Ira o � �:- / N �226 G,�L . BR C�.4Y X - $Rci RE Q UIRED SEPTIC TANK CAP.4C.ITY........ s A GT UAL / OF /S TAN . . .. INST— ALL .F`17 _.x r A D T 33 f :a'�e DlAN1FTE EFFEC TE!V , _ _ ... , Q . ...,. - . .... . ,.. ARC'. - e . r r L:` E GJN�ER _....,... ... ,�... ..� _ ...- ,....,. .. . - N.. fCH AREA OR-7"; ASS. .. .., . .,. _: ,. .-. ... . N YC .... .. ,. f - 1...•. t.. .... .. ,:. f .. a .- - N'.. a v:.. r. ,, ..::. h 4,. ...r. }{ t. -. •.a.... -.. ,. _. :«.. 1. .. .. ..,. ... e .r .� _ :'F. '�., �.V . ,R.�• C£/ENT� /y// 3 3 DA r , .... .. a .. 10' min. from 'NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. SECTION A -A ALL OUTLET PIPES FROM THE ; ?lI b Existing Foundation house to septic tank septic tank coven must be CHAMBERcover must be PROFILE VIEIY OF LEACHING SYSTEM DISTRIBUTION Box SHALL BE a within 6 in. of finished grade D-BOX cover must grade within 6 In..of finished grade SET LEVEL FOR AT LEAST Y FT. 12' CONCRETE CoyER i TOF ELEV 100.25 9 g 6" of finished grade - Grade over Septic Tank 100.32 Grade over D-Box - 100.00 ode over SAS - ELEV. 100.00 �_ 41.N/SPE -J - 5" OUTLET 1�t2 CS+We� KNOCKOUTSCTION cover must be1Y INLETS r 0.02 3 HOLE H-10 6' of fln hed grade { OUTLET �OIST, BOX - 3' Maximum Cover Top of SAS-EIev,=97.50/-15' EXIST. S=0.01 or Creator S= 0.010' per foot A / Y:,. n 2 S ~EXISTP1P Ln 1,000 GAL. 0 3 f0' Q Q Q Q 1a O V 15.5' 4" S .r� Q Q Q Q Q Q - CH 40 T '�FROM EXIST. FDUNDATtON rn 00 SEPTIC TANK r ri 0 20' Effective Depth „ e»eae. ^ o PLAN SECTION CROSS-SECTION Y CONCRETE FULL FOUNDA710N� > R H-10 £� - 2 Units ! 95' w/2' stone In to twee = 19' i� j 2.5' 5 2.5' 9' 6 In.of 3/4'-1 1/2' -6 " 3 HOLE H-10 DISTRIBUTION BOX SYSTEM PROFILE �^ c compacted stone y m 10' II Effective Length Ne " Not to Scale '- C Effective Width - NOT TO SCALE . Y �/ c _ -�� _ SOIL ABSORPTION SYSTEM (SAS) ezoos S+ eye rAtirt 5' PROVIDED 6 in.of 3/4"-1 1/2 0 500 - C H-10 LEACHING UNITS / 'WIGGINS PRECAST GENERAL NOTES compacted.stone m NOTE: ALL COMPONENTS MUST HAVE RISERS TO W/IN 6" OF GRADE Bottom of Test Hole 2 Elev.- 67.95 Not to Scale 1. Contractor is responsible for Digsafe notification `--------` and protection of all underground utilities and pipes. Obs. Groundwater - Test Hole 1 EIev.= NONE OBSERVED 2. The septic tank and distribution box shall be set level on 6" of 3/4„-1 1/2„ stone. 3. Backfill should be clean sand or gravel with no stones,over 3" in size: 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. p5. The contractor shall install this system in accordance !. with Title V of the Massachusetts state code, the approved plan i and Local Regulations, 6. If, during installation the contractor encounters any soil conditions or site conditions that are different from those shown on the soil logor in our design 9 120'�s installation must halt & immediate notification be Shed made to Carmen E. Shay - Environmental Services, Inc. TEST HOLE #2 Approx. 7. No vehicle or heavy machinery shall drive over the ELEV.= 99.95 septic system unless noted as H-20 septic'components. PERCOLATION TEST Failed ��� 8. Install Tuf-Tite gas baffles or equals on aU outlet tee ends. ^�' n 0Leach Plt 9. All Distribution Lines `shall be 4" i Date of Percolation Test: JUKE 28, 2005 I�` •'^••`•�.� A rox. r� diameter Schedule 40 NSF PVC pipes. ( P P ) Test Performed By. Carmen E. Shay, R.S., C.s:E. ,, :.1 D-Box 10. All solid n tees & fittings shall be 4" diameter Witnessed By. WAIVER (per BARNSTABLE B.O.H) +, � � 'I -_____-� PROJECT BENCH MARK piping,9• 9 _ -------- CORNER OF CEMENT- PATIO Schedule 40 NSF PVC pipes with water tight joints. EXCAVATOR: Shay Environmentol•Srvcs., ins ELEV. = 1 OO.00 ASSUiT1eCJ P Percolation Rate: 2 MPI 032" 2 '. • .•;•>'I -, (Assumed) 11. Municipal Water is Connected to The Residence and Abutting ; ,.. i 0 i EXIST. 1000 GALLON SEPTIC TANK Properties Within 150 Feet. Test Hole Test Nole :' � '.;?� TEST HOLE #1O� THE PROPERTY LINES ARE APPROXIMATE AND I ELEV.= 100.24 COMPILED FROM THE SURVEY PLAN GENERATED BY NO. 1 No. 2 ��� I _•�'�.,..� ALBERT PEARSON Jr.SURVEYOR, ENTITLED DEPTH so1Ls 0LEV. DEPTH SaLs E9.95 0' z._ Cement Patio "CERTIFIED PLOT PLAN OF LOT 33 GLENEAGLE DRIVE, CENTERVILLE, MA" 0 100.24 o ss.s5 zo' DATEDOCTOBER 23, 1978 Sandy Loam sandy Loom & THE DEED DESCRIPTION ( BOOK 2932, PAGE 164) 10 YR 3/2 10 YR 3/2 GARAGE IT SHOULD BE USED FOR NO PURPOSE OTHER THAN o"-s" Ae ss.s� 0"-6" Ae ss.a5 THE SEPTIC SYSTEM INSTALLATION. Sand EXISTING Loom y Loamy EXISTING LEACH PIT TO BE PUMPED OUT AND FILLED IN PLACE 3 BEDROOM 10 YR 5/6 10 YR 5/t} HOUSE s"- 30" B■ 97.74 6"- 32" Bw 97.28 #248 i NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE Medium Medium ,: _ _- _ - ,. =--, ---- .. .E ,. - _ ___, dZ __•___ __ _ _.. _.._._..- . _,_ - ROM,-,THE EXISTING LEACH PIT-TO BE-DISPOSED Sand Sand i `� OF AS PER BOARD OF HEALTH SPECIFICATIONS. � NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY w I I 25 Y 7/4 2.5 Y 7/4 30"- 144 C 32"- 144 C, i I ASSESSORS MAP 192 LOT 150 LEG ND LOT #33 I v ASPHALT 15,233 Square Feet + - i I DRIVEWAY 9 a 104X1 DENOTES PROPOSED I ; SPOT GRADE l DENOTES EXISTING I i Perc #1 I X 104.46 SPOT GRADE Depth to Perc: 36" to 56" --- -- -------- I ----------= Perc Rate= 2 MPl 99 �t ----------- --- 99 PL PROPERTY LINE Groundwater Not Observed No Observed ESHWT 98 --- ----------------------------- --------k��----------i------------ ---98 ADJUSTED H2O Eiev. = None 1120.00' 9r PROPOSED CONTOUR ------------------------------------------- .-----_-_+ ' �-------------------- ---- _--- -------- ASPHALT_SIDE WALK ----------- -=------ I I ---- ASPHALT SIDE WALK -------- _ _ _ - -97 EXISTING CONTOUR -------------------------,.._ EEM ------------------------------------=-- --- -- �------------------------- ----- ® DEEP TEST HOLE & ' 2-16' DiAM. ACCESS MANHOLES 97 ------------------------------- ------------------------------------97 PERCOLATION TEST LOCATION 6 GL ENEA G�E I�.R I VE 6 FOOT STOCKADE FENCE �', :.•�;.: �:. (40 FOOT RIGHT OF WAY) INLET P LOT P LILI\ N OUTLET " V r THE ACCESS COVERS FOR THE SEPTIC TANK. ''� 1• SET DEEPER THAN A INCHES BELOW ' O F PROPOSED SEPTIC SYSTEM UPGRADE . •;v,n'.a''t. ::,;^= T";. ' SET DEEPER THAN B INCHES BELOW FINISHED GRADE SHALL BE RAISED TO WITHIN 6' OF STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE. PREPARED FOR PLAN VIEW INSTALL TUF-TITS GAS BAFFLES OR EQUALS MR . P A U L S H A N N O N j 3-24' REMOVABLE COVERS AT 11 j 4` a:. #248 GLENEAGLE DRIVE 3- min. clearance INLET ; C E N T E R V I L L E M A INLET 6" mfn.r�: min: Met to outlet 6"min. F_ Liquid level OUTLET `.' s' -7' * �� ,, 5, -7., Design Calculations E$ .'-o- min >• s PREPARED BY: a.yen. Liquid min. . Number of Bedrooms. 3 Equivalent to 330 Gal/Day (330 Gal./Day Min, per Title V) 9c bGarbage.Grinder: No o� R N Ys Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V �� �� E1 Y �e u r.• ,�,t ;,.n �,, ,A � "• " �• 1 ' Septic Tank - 2 x 330 Gal./Day = 660 USE EXIST 1,000 GAL: Septic Tank. 0 20 40 50 � �' NVIRONMENTAL SERVICES, INC. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch N . 118 CROSS SECTION END-SECTION Bottom Area. 0.74 gal/sq. ft. x 290sq. ft. =_ 214.60 gallons �F P.O. BOX 627 - Sidewoll Area. 0.74 gal./sq. 'ft. x 156 sq. ft. = 115,40 gallons / P EAST FA M TFI Providing: = 330.00 `anrins ` s� • L OU , MA 02536 8 ITAR�P PI SCALE 1 "=20 TEL /FAX 508-539-7966 0- TYPICAL CAL' 000 ' CiA�-�-ON SEPTIC IC TANK Use: (2) PRECAST 500-C UNITS, HAVING A 2 EFFECTIVE DEPTH, l / NOT TO SCALE TO BE USED WITH 2.5' OF WASHED STONE ON THE SIDES AND SCALE: 1 =20' DRAWN BY: CES DATE: JUNE 28, 2005 b 4' OF WASHED STONE ON THE ENDS & 2' IN BETWEEN ItHAMBERS.' - PROJECT#SD766 FILENAME: SD766PP.DWG SHEET 1 OF 1