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HomeMy WebLinkAbout0067 CENTERBROOK LANE - Health 67 CENTERBROOK LANE Centerville ff� A = 172 —243 n Ia,QECrGtFn o 41Plllf c T //V UPC 12543 No. 53LOF3 HASTINGS. MN No. of l Fee ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer- PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes AppliLAtion for Disposal bpstem Construction Permit Application for a Permit to Construct( ) Repair(.11*1upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No. 6 7 Ce,�/-e/to row jL 1,n-' Owner's Name,Address,and Tel.No. Gev�-e<�.1?ti Assessor's Map/Parcel _ 2 Lj Installer's Name,Address,and Tel.No. Designer's Nam ,Address,and Tel.No. :0c90b)us fit 13so.�� 1Nc Cn7 N e tjN t,00✓k Type of Building: Dwelling No.of Bedrooms 3 Lot Size /(���,Q� sq.ft. Garbage Grinder( ) Other Type of Building I g ���� �,S No.of Persons 'Z_ Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 2, 3(7 gpd Design flow provided gpd Plan Date 111-7 ) Number of sheets 2_ Revision Date Title Size of Septic Tank Type of S.A.S. 2- S CX� Q(s )(jty Description of Soil Nature of Repairs or Alterations(Answer when applicable) (,�S I-C.c�� 2 J-f (U SCaO G 016A) CAA0/A14 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 Date ) S_ Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Go t 57� 1 Date Issued i Y oo� No. ac��S I Fee THE COMMONWEALTH OF MASSAC.HU'SETTS Entered in computer. Yes - PUBLIC HEALTH DIVISION '- TOWN OF BARNSTABLE, MASSACHUSETTS RlOration for Bisposal 6pBtem Construction VErmit Application for a Permit to Construct( ) Repair(,<pgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No. 6-7 (P F i b soc,14 L Owner's Name,Address,and Tel.No. L (.,w4-erVN)�—f-. Assessor's Map/Parcel 2 - 2 Ll 3 M V1 Installer's Name,Address,and Tel.No. Designer's Nam ,Address,and Tel.No. A 1 )fc,vOA) 1nNc �N er,N, L00ldCS` Type of Building: Dwelling No.of Bedrooms 3 Lot Size /G,(,Q 9e sq.ft. Garbage Grinder( ) Other Type of Building I 1 G) No.of Persons Z_ Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 C-) gpd Design flow provided 3 V E3,77 gpd Plan Date 'J 1 1 Number of sheets -2_ Revision Date Title Size of Septic Tank Type of S.A.S. Z t�-00 alp)I UN )nr,ly) 10394� Description of Soil • a Nature of Repairs or Alterations(Answer when applicable) l rj%1-c r N k 00 4 0 C- A GM�0 t-(S 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 Date - - 1 5 Application Approved by T�, Date Application Disapproved by Date for the following reasons Permit No. C7 O — Date Issued �' S --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(k< Upgraded( ) Abandoned( )by'On D �, c.5 A T NC at (o`7 r P t P/h f UO V l-N C it I-e has been constructed in accordance r with the provisions of Title 5 and the for Disposal System Construction Permit No. '90/5 ^ 4 dated Installer��j���,n A ? (r,,,, 'r�� Designer �j�� t-rr�-v< G✓G d/c S #bedrooms Approved design flow � gpd The issuance of thi71i t shall not be construed as a guarantee that the system wilK-unction tion as designe p Date I _N Inspector 1 ,74 �A , Je -----------------------=-------------------------------------------=---------------------------------------------------------- -------- No:c Qo S'-Lq V Fee y�/ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal 6pstem onstrUction Permit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at 10 N t e9l,-P 1( ✓i �' 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 Approved by Town of Barnstable f 1HE r J�. Re,gul t®ry Services ,t Richard V, S ali,Interim Director R&RNe ST , Public Realth Division 39. a Thous Mclean Director { 200 Main Street,Hyannis,RA,02601 O$ice: 508-862-4644 Fax: 508-790-6304 Insta,her &Desiehes Certification Form „ Da €: —S/5 Sewage Permit# — Assessor's Map\Parcel DeI Installer:AdTess; 6 � .(�.��t 1.-- r�-s� �_I(-u!` Address; _ ?X 6 /V k^v%- was issued a permit to install a (date) (installer) septic system at � 4 based on a design drawn by .��k`�c ���� (address) dated l f 1� + 15 � i (designer) I certify that the septic system ref&eticed 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. S •ip out (if required) was inspected and the soils were found satisfactory, 5,k5 4 \­n N-U+A -E t I certify that the septic system referenced above was installed with major_changes (i.e, greater than 10' lateral relocation of the LW or any vertical relocation of any component of the septic system)but in accordance kith State & Local Regulations, Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils I were found satisfactory, sir� 1 certify that the system referenced above was constru °" + t� with the terms of the IAA approval letters (if applicable) N . .� PETERT. n WENTEt C CIVIL u NO,889 o9. st er's Signature) �q: . 1 ( (Designer's Signature) (Affix Designer's Stamp Here) PLL1 ASE RETURN TO BARNSTABLE P LIC HEALTH DIVISION. CERTIFICATE OF! COMPLIANCE WILL NOT BE ISS D UNTIL BOTH T_IRS FORM AM) AS- BI LT CARD ARE RECEIVED BY THE BA-PdNSTABLE PUBLIC ` RALTH DI'`v'ISION. T YOU, Q:1.eptic\Designer Certification Form Rev 8-14-11doc TOWN OF BARNSTABLE ",,LOCATION C,'7 (—AJ SEWAGE# ?OI S---1 y-F) VILLAGE Cec%) `P ASSESSOR'S MAP&PARCEL) INSTALLER'S NAME&PHONE NO. Qbo:31 zs (� rc9uifu 1N� SEPTIC TANK CAPACITY C�C1 S�tN LEACHING FACILITY: (type) T00� ro(size) J� yC 2�X NO.OF BEDROOMS 03 OWNER AA o r 1A Y PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Mchee Q r 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 A 1 1nS-1 G VuT -A ,5 2-—65 F3: ve 27 1 -30 �- 31 f Town of Barnstable P#__ v I xy' Department of Regulatory Services Public HDivision Health Hate 200 Main Stree Hyanais MA 02601 Date Scheduled Ti me Fee Pd. � 6 � 06 Soil Suitability Assessment for Se e Drs osa�/�` Performed By: Witnessed By: F1' atipri LOCATION & O +,NERAL INFORMATION Address Owner's Name f �s.Y ati . M u ray l•,.� J Address Co �evtae�ifCrok L� _ Assessor's Map/Parcel; _Z 4 3 Engineer's Name N$W CONSTRUCTION REPAIR Telephone# L�nd Use Slopes(1yo) Z- Surface Stones Distances from: Open Water Body 7 ft possible Wet Area lc-/ " �_ft 'Drinking Water Well >< ft Drainage Way_. d�//`Y" ft Property Line __Ft Other ft SKE�iTCH: (Street name,dimensions of lot,exact locations of test holes&perc tests;locate wetlands?n proximity to holes) i ' I - --- .1 • I Parent material(geologic) �J 1-�"{>� Depth to BedrQ�ck._ I Depthito Oroundwater, Standing Water in Hole: /J 0 re Weeping from llt F4Aoe, No — I Estimated Seasonal High Groundwater 7 1 32 `' i DETERMINATION FOR SEASONAL HIGH 'V AT HR TABLE Method Used: Depth Observed standing in obs. hole: In, Depth to Stoll tnottlos: Depth to weeping from side of obs.hole, In. Graundwa!ter Adjustment--fr, Index Well# Reading Date: Index Well level Adj,(Actor I Adj,groundwater JAvei o PERCOLATION TEST I Date.,._,,,R.,m, Tlme,.,,_ FObservaltion Hole# Tlmelat 6" ' ( 5 M<'1� tart Presoak Time� ,nd PreIsoak ate Mln,/Inch. IZ I ite Suitability Assessment: Site Passed- 9 — Site Falled: Additional Testing Needed(Y/N)_ 'g Public Health Division Observation Hole Data To-Be Completed on Back----•------ O� n Inal '� *If;percolation test is to be conducted within 100' of wetland, y;ou must first notify the, v� arnAable Conservation Division at least one (1) week prior to beginning. ;\SEPTICU'ERCFORM.DOC DEEP.OBSERVA.TION HOLE LOG Hole # Depth from Soil Horizon Soil Texture .Sdil Color Soil Other Surface(in,) (USDA) ,.(Munsell) Mottling (Structure,Stones;Boulders, onsistency. tin, rL DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistenov.%Orayei) d —ice SL ld t2 �Z 1 DEEP OBSERVATION HOLE LOG Hole# f Dep th th from Soil Horizon Soil Texture Soil Color Soil Other Surface On,) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency. n 0 ve �EE OBSERVATION HOLE LOG Hole# Depth frorn Soil Hofton Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones',Boulders, en Flood Insurance Rate iYlant Above 500 year flood boundary No-- Yes ,.. Wlai n Soo year boundary No Yes Within l00 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout;tho area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? . ._. Certiftcation ' � � I certify that on _L11!� r (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 wit the required training, expertise and experience described in�10 CMR 15,017. -------'- Date Signature l ; f Q;1$8P°riC,P2RCPORM.DOC t Town of Barnstable P#_II— L Y' Department of Regulatory Services Public Health• � • lth DateMAn �0I t67� lk 200 Main Stree Hyannis MA 02601 Date Schedule . d Time Fee Pd, a � Soil Suitability Assessment fog Se , e Dis . os Performed By; �' "e sET �'(�(�� Witnessed By;_ LOCATION & GENERAL INFORMATION J Location Address /� �� Ce^-�-t l6 �`v� �� Owner's-Name /ice a�. M v_t'�!� G�.� ./� l5� Address Assessor's Map/Parcel113 1,-a oz 6� "� Z_ Z y?j Engineer's Name NEW CONSTRUCTION REPAIR os Telephone# $" 23 ? —4'Z 6 Land Use _ �' 3 N'0"4-1^ Slopes(/0) — 'Z- Surface Stones �- Distances from; Open Water Body 7 mac/ ft possible Wet Area:Z�ft Drinking Water Well �� ft Drainage Way. ft Property Line ..ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands i'n proximity to holes) � Z I Parent material(geologic) y J 4- )� Depth to Bedrock. Depth to Groundwater. Standing Water in Hole: /J 0 r%1C Weeping from Pit PAce, No Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used; Depth Observed standing in obs.hole; in, Depth to soil mottles;__in. Depth to weeping from side of obs.hole: In, Groundwater Adjustment__fi. Index Well# Reading Date: Index Well level Adj,factor— Adj,Groundwater Level ,e Observation PERCOLATION TEST brltt .�. , Time- ' Hole# Z Time at 4" Depth of Perc 3 _2 Time at 6" Start Pre-soak Time p Time(9"6") _ End Pre-soak Rate Min,/Inch. Site Suitability Assessment: Site Passed 25� Site Failed: Additional Testing Needed(Y/N)_ Original: Public Health Division Observation Hole Data TT 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:\.SEPTIC\PERCFORM,DOC DEEP.OBSERVATION HOLE LOG Hole# Other Depth from Sall Horizon Soil Texture ..Shci Color Soil Surface(in.) (USDA) �(Munsell) Mottling (Structure,Stones;Boulders, i to c r C- io YLy f Z -3 Z g ✓� tc� 5 DEEP OBSERVATION HOLE LOG Hole# '�- Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,4-Gravel) 6 -6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistency,% e DEEP OBSERVATION HOLE LOG Hole# Depth frorn Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Consistency, Flood Insurance Rate Map_ Above 500 year flood boundary No-- Yes .., Within 500 year boundary No Yes Within 100 year flood boundary No�, Yes ... e Den th of Naturally Occurring Pervious Material Do es at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? Certification I'certify that on Ll`� (date)I have passed the soil evaluator examination approved by the t the above anal . Department of Environmental Protection and the analysis was performed by me consistent with Y the required training, expertise and experience described to 10 CMR 15,017. Signature4246�=, �C—,, Date Q;1S EPTiC\PBRCPO RM.DOC Fizi3 so THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HE LTH _...Am'.dZ..............OF...... ctc 1L5/.u.. / ......---------------.------------ l0 Awiration for lRtsVosa1 Works Toustrurtiun Vamit Application is hereby made for a Permit to Construct (�or Repair ( ) an Individual Sewage Disposal System at: - - - - -- ` GI �� - ----- ...... .... .. --••- ---•.......... - p Location ddress /for Lot 6-1r ._. Q���:............................^- ..... x.. �4.d...._.._ Q _ ��� . �/ .... �^ Owner /j Address Installer Address UType of Building Size Lot.&.__tom__.©.7Sq. feet ►., Dwelling—No. of Bedrooms------_�--------------------------------Expansion Attic ( ) Garbage Grinder pa., Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a' Other fi res --------------- ----------------------------- W Design Flow.............. ...s ................gallons per person per day. Total daily flow____._c _ ....................gallons. WSeptic Tank—Liquid capacitU/008tallons 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 ( ) Dosin Percolation Test Results Performed byiy - -.17 16'7�_ C/? ate.... � __.. .�/.... aTest Pit No.�e5.5._._minutes per inch Depth o�'i'est Pit___._./_ __.____._ Depth gground water... . ............... fi Test Pit No. c%1�..minutes per inch Depth of Test Pit --- Depth to ground water_�_,r_��__�,___ ............................. --•------ ................................................................................ Description of Soil.-- h-- -- �-. �?!._ ._fJ !.�.�- ---( --- - -- ----- ---------- ------------------------------------------- W ..............................................10�--------- �Cc%1 - -- .. . U Nature 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 IITHE 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 h Ith. t i-- g Application Approved By---------------- { -------- . ---------------------- --------- - _�a!e�.----------- Date Application Disapproved for the f o l wing reasons------------------------------•--•--------------------------------------------------------------------------••---- ---------------------•-------•---------•-------------------------------•----------------••.•---------•.••-------........--------------------------------------------------•.•---...-Date----....._.... Permit No s-.. ,.--••--••-•••••-••...---•-•••.. Issued_----•...._f -- Date No.... .:. Fus.....�J...��. "_. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HE LTH ..............OF...... G?.r' r . ApplirFation for DiopmFal Works Tonotrnrtinn thrmit Application is hereby made for a Permit to Construct ( or Repair ( } an Individual Sewage Disposal System at . � Locatio ddress or Lot .�w+ '�'""-•- Owner L/ --•v� Address .. ... . ' I................................. .............• �" ........_.......-------------•------•-••----•---- 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 ( ) Otherfixtures.---- -----------•--------------------------•-••••••••••••--•••---••-••---•••---•--••-•------------•••-----•--•-•-•••••-._..._---••-•-• 1 W Design Flow............ .. ..................gallons per person per day. Total daily flow------- _<3....................gallons. WSeptic Tank—Liquid"capacit 00C)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 ( ) Dosin „ta �s '-' Percolation Test Results Performed b �•! �f *" f � y "./'�.. .. _�:":_, .�''�'__._� '_ •!��..,.Date--- -- --`-'�------��--'.. ------ ,.a Test Pit No. L"`�jl.._._minutes per inch Depth ofI est Pit..... :; __._:___. Depth ground water________________________ Test Pit No, 4,,�,e; ...minutes per inch Depth of Test Pit----- ..-.._._. Depth to ground water �. ;,•-.. �, -------------•-••----••-•-=-------._.....•--•---••----.._...••. O Description of Soils _ `' L _ (. -_ ._. ........................................ ------------------ ----- ------------- ` 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 TITL% 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. Z. Signed ? -'j'T Date Application Approved By................ ....... Date Application Disapproved for the f l owing reasons_..................................................._............................................................ .........-•-•••••••-----•---......•---•-... --------------•--••-•----...-------•••-•.. ..._...••----•-•••---•••-........ .................................................. Date Permit No.........� -Q -- Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT f , .................0F..... °ld. ��.} ..:... ..... ...................... (9rdif iratr of TlampliFanrr ELLS IS TO RTIFYi That the Individual Sewage Disposal System constructed ( r Repaired ( ) by...b to ! _ y , . ..._.... ----------------------•- ------...--•- ............•••----......-•--••.........----••------•--••--- Inoolef _...�..s�� ������/�_.......Q5 u.4p .•_•-•-----_•_••_••-••••••__•••--••_•--------------------• has been installed in accordance with the provisions of TITLE 5 of The State Sanitary 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................................................•----••----------•••------••-•-- Inspector.................................................................................... � d THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALT /1 .. ....... .. .. No.... s.�►�"J.. FEE... . teal Work - �ano#raUan rrmi# Permission is ereby granted... :_. _� _ J1 ............................................................................ to Cons ct or pair .f) an Indi idual Sew ge DIs sal Syst at No.. ---•-- ' l I e Street as shown on the application for Disposal Works Construction Permit No. _ f S_"Pad q Dated--------J I ----•--......-•••----•-•••-•--••••••••••- f�F t'h....................•.. DATE....... ............................................. FORM 1255 A. M. SULKIN, INC., BOSTON - Z_ 0T. / 0. ao ens ram. / � v pR,, rc,JAY N 6 .' 3 GB�5I -o Ij r /o' 74 \ i tl� � IT / 7o,t- . s�q z /VE R C fir,. '.. l Spa D "S'-. F- LD 7- f' /r2d' kV?V7-rI (� 2.o'/It9 fi c' i SE cn No. 0951 O 4 I✓/ G 4r FGIST(I w .- - n.•�j °FrS ONAL LEGEND EXISTING SPOT ELEVATION 0,c0 E` EXISTING CONTOUR ---. 0 -- - ` t, CERTIFIED PLOT PLAN FINISHED SPOT ELEVATION 7 CC/✓7�K13k'17C��. l._ii NE FINISHED CONTOUR 0 • C�i1/T _/2 V/ LLE NOTE: The -location of any existing unde` rground sewerage, IN wells, or- other utilities shown on tris plan is approx- imate only as determined from records and/or verbal J ea A J� ?k1- f A.O l 4o A ASS*. S* information. The contractor is responsible for the verification of the existing locations in the field. SCALE' /"= 3 U DATE /`�4A 5� /.DREDGE ENGINEERING CO. IN G�c�v32/6,e. CLIENT__.__._.___ I CERTIFY THAT .THE PROPOSED EGISTERE REGISTERED JOB NO. 94076 BUILDING SHOWN ON THIS PLAN CIVIL LAND t ,,A,, /2 CONFORMS TO THE ZONING LAWS EN0 VEER RV DR.BY ________, O B�FA RNS712 MAIN STREET CH. 8Y '� C—HYAAINIS, MAS 3, � � ----- SHEETL OF DATE RE(3. LAND SURVEYOR /V 07"E : /F E/_T, eM TH,E SEPT/C TANX OR LE�4CH/4oVG PIT ARE MORE THAN I2 BEL01V ,�;A'ADE A ?4'O/AMETEK CONCe,,TE; CONEA' /D f°T M/N• SNALL eE ®ROuGNT TO GJrAOE.6AN EXTRA CONCRC'TE 9'PYC PJPF 4Z-AVY CA ST /RO/Y COV-eM SfIAL•L- DE (JSEl7 M/N. P/TCN / / R/✓A-- WAY '7 Z P COVERS FN O .PER FT 2% M.,,V. CONC,�L°TE I- *MADE ca 1iER CLEAN SA/VO AC A. T • B StHEou&G 40 a-LArF PE C.P. �TG/!J /G U U GAL. • ' d +�• • • • • •• f e •.' WASHED 5MNE I SEPTIC TANK D/ST. • s • . • • • f f ••e a i�r- BOX v • � $ • � • •• ► . • . ? .' e• • r f •EFFECT/✓G • • •i 314-- • ' r • DEPTfV • • f ' • WASNED STONE • O f � • • • •• ► ) �• oe 7 ->x ?_O = 713 ►'v, . f • .. • • . • • • P p PRECAST SEZ.AwaE P/7 DR EQl//V. INNCR'T ELEYAT/DNS •�'/T -A PA U T7/ S� c`3 G�4L�O/4� • �o r f • • • .• • f f e o NYERT AT BUILDING G 9's FT 6 'Orr. APIAM. INLET .SEPT'/C TANK G 9.3 FT, / FT D/A1+9• G•( Ev�T)ON> OUTLET SEPTIC TANK 69 / FT. /INLET DISTiT/6NTION BOX b�•� FT. . SECT/ON 4F GROUND N�1TE/z TABLE 0U7LETDJ3TR/B(I7/0N BOX G 8.7 IF7 SEJ�tlAGE 015RO5'AL SVST'E/N. INLET LEACN/NG J0'1 T 7A- (WLAT/O/V L EACH//VG P/T D/MENs/o A/ A SCALE : % D.E$/GN CR/TER/�L D♦J+I,FxS/oN 8 6 FT. NtlMSER OF 6EDRo0/yS 3 D/HENS/ON. G-_ Pr GAReAGED/SOOSAL UNIT �/on/� SOIL LOG ' TOTAL EST/M�S'TED FLOKI 3 3 ° G A L./DAY SOIL TEST ,01 SOIL. TEST*02 SD/L TEST /YUN98EA- Of LrEAcw" PITS-- fELEY. 70,3 �`-E`LEY, ,DATE OF SOIL TEST 9 A4� 4 1 S/06 LEACH/NG PER PIT ! 5%A FT. U _ Z i - . IRESULTS IV/TNESSED 00r7'0M 4E•ICHINl3 PER P/T 7c� SQ. FT /� PERCOLAT/ON JIAT&,*/ L�=�S MJJVrI/NCH �}M c� it/ TOTAL LEACH/NG AREA 7-6 6 SQ. f T, sv/3 Sa i L F0,VCOLAT/0/1/RATE 02 Tff.4 M/q/l//Vg:�I I ' RESLeRYE LEACN/NG AREA Zb 6 SQ. FT. Lc� T GE�T,2B -00,-< llt e✓E 6 C�Al f�/L_L AL T7 nn RSE o lA 10951 0 4FL.ORO*6 / '/ i / fC. Zf {' .o Q Cltr/4 �v V 9o�FG��TEQ` `` Tt$ s�/N ��:, HY.A►NNl9,MA S. a FSSlOP�1.�� N'd GJ�OUND YYi�r&& E�/f/CO[1NTEI'eE0 �L/E�/T:IrQC-EN���lGf7 ©ATE 171 � F 4, .4/WOLlAfa yv.,* Ay"Er'L.L�fi: .l0'B /{Id $40 76 T"_Zoow.'_�' LOCATION SEWAGE PERMIT NO. q VI L L AG E 1 INSTA LLER'S NAME i ADDRESS R U I L D E R OR OWNER � D'ATE PERMIT ISSUED 2- q- " DATE COMPLIANCE ISSUED , 4lygS� l� n�N I IN 4 1 •T 1 ,r;, - LEGEND LOCUS BENCHMARK N BULKHEAD CORNER —— 98 —— EXISTING CONTOUR EL.=69.51 x 100.98 EXISTING SPOT GRADE O 1 p S 50'41'00" E + W EXISTING WATER SERVICE —6.H. W. --OVERHEAD WIRES or°� �0 x 70.33 / 125. 0. FENCE / f'``� to TEST PIT e� /r `c��,ff �� &' 68,90 BENCHMARK0 1' c9� m 25' P. �a / i• .�00 / LOCUS MAP / + / NOT TO SCALE / ;. 24' edge of lows + 69,43 1 EXISTING LEACH PIT 1 + 68,37 �A CONTRACTOR SHALL PUMP, 1 -1- 69,14 FILL WITH SAND & ABANDON 0 9.83 // v7 GENERAL NOTES: EXISTING SEPTIC TANK STM / w 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL TOP OF TANK, EL.=69.18 0 0 / fV - BOARD OF HEALTH AND THE DESIGN ENGINEER. INV,(OUT)=67.85t -F' 70.21 69.51 0' // ! O o 1 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 68,19 �. O OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE w `� 69,82 x x / P LOCAL RULES AND REGULATIONS. 68, 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR O OP / TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE rn O69.75BI?Z \ / DESIGN ENGINEER. O x EX/STING wAY / 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING M GARAGE x:67,89 / FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN Z HOUSE(#67) ( ENGINEER BEFORE CONSTRUCTION CONTINUES. ORCH /�^' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. / 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 67,11 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ;•(�,(;8 , :'`;.,''•"`.:.`'. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 69,39 ENTRY DECK '' /-� J 7. WATER SUPPLIED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 68,92/ 3 �!� ..::':'..:::..:,;: x 64,47 ';' PAVED: ' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. x 69,20 ber i :;DR%VEtN,41'::;• 64,71 l 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOT 9 / THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 16,609fSF, 68,15 // _ —— CONSTRUCTION. 4.96 LS -MBL-172-2 3 ��� R— 2� 0 ��! 1 1 IN THE AREA I BENEATH AND T�ORSSA ONLL ALL SIDES OFN THE ABA.SLE SOIAND 3 1" �Ar- O 63. •8., ' ��h aj'� REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). i '` .h� OF Mq 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE / / 0' 62.51 Q� �P��� ss9� INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL / ence , { 62.13 Gj yG 13, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND e0 0= PETER T. r IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 66,01 // p°Jew McENTEE ' SO CIVIL 66 --9 40��,25 // 62,68 ; No. 35109 PROPOSED SEPTIC SYSTEM UPGRADE PLAN 0 a �o ,30• / ,o R£GI ZED �� — e S F, R S 50'41'00" E -� ed� BROOK "� �� 67 CENTERBROOK LANE, CENTERVILLE, MA CENTER 62,58 ———64'� � Prepared for: D.A. Brown, Inc.; P.O. Box 145, Centerville, MA 02632 OWNER OF RECORD 63,14 1 ��j�c'S LANE Engineering by: SCALE DRAWN JOB. N0. MURPHY, J WILLIAM 63.80 Engineering Works, Inc. 1"=20' P.T.M. 250-14 67 CENTERBROOK LANE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. CENTERVILLE, MA 02632 62,83 (508) 477-5313 1/17/15 P.T.M. 1 Of 2 NOTE: TO -PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL:66.5 SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. EXISTING INSTALL RISERS & COVERS OVER INLET GARAGE ' AND SET TO 6" OF FINISH GRADE. PROPOSED S.A.S. BRZ: HOUSE 67 PROPOSED D-BOX �# INSTALL WATERTIGHT RISER & PROVIDE TWO ACCESS MANHOLES TO WITHIN 3" wAY T.O.F. COVER SET TO 6" T GRADE OF FINISH GRADE FOR INSPECTION PURPOSES F.G. EL.=69.9f F.G. EL.=69.8t F.G. EL.=68.9t F.G. EL.=68.8f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. ® S=1%5(MIN.) ® S=1%5(MIN.) 6 4"SCH40 PVC 4"SCH40 PVC N to" 14" .6" 6Be�BeB 0 EXISTINGA 48" LIQUID as®ease LEVEL ADD j!EF 4.8' 4'cAs DAPPLE INV.=66.97PROPOSED INV.=66.80FECTIVE WIDTH = 12.8' INV.=67.85f D-BOX INV.=66.00 IT EXISTING 2-500 GALLON LEACHING CHAMBERS P S.A.S. I N .EXISTING SEPTIC TANK SURROUNDED WITH STONE AS SHOWN H-10 R D .�6 TOP CONC. ELEV.=66.8f BREAKOUT ELEV.=66.5 ease SEPTIC LAYOUT NOTES: INV. ELEV.=66.00 aaBa eases eases 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE ease eases INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=64.00 4' 2 X 8. 0 5'=17.0, 4' 2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' MIN. OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' PERVIOUS MATERIAL 0 ®®®E3 ON A MECHANICALLY COMPACTED SIX INCH CRUSHED ®� Ea STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE GROUNDWATER CACHING SYSTEM SECTION ®'a E ® ®�®® 33" 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTT. OF TP-1, EL.=58.8 - 10- w#E@ ®®®®®® � ®®® 4) CONTRACTOR SHALL INSTALL A GAS BAFFLE ON 3/4" TO 1-1/2" DOUBLE CV > �'�®®® a ®E3 THE OUTLET TEE. WASHED STONE ? 3" LAYER OF 1/8" TO 1/2" „ SEPTIC SYSTEM PROFILE °o WASHED sT° 102 (OR APPPRPR WASHED FILTER FAA BRIC) SOIL LOG 4" KNOCKOUT DESIGN CRITERIA 20" DIA. COVER DATE: DECEMBER 12, 2014 (REF#14,589) NUMBER OF BEDROOMS: 3 SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 4" KNOCKOUT / 4" KNOCKOUT 58" SOIL TEXTURAL CLASS: CLASS I WITNESS: DONNA MIORANDI R.S. HEALTH AGENT 0 DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP-1 DEPTH ELEv. TP-2 DEPTH (0.74 GPD/SF LOADING RATE) 68.8 A 0" B8.9 A 0" 4" KNOCKOUT DAILY FLOW: 330 GPD SANDY LOAM SANDY LOAM DESIGN FLOW: 330 GPD 10YR 4/2 10YR 4/2 GARBAGE GRINDER: NO 68.3 B 6" 68.4 B 6" 500 GALLON CAPACITY, H-10 LOADING LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM CHAMBERS .74 GPD/SF 66.1 10YR 5/8 32" 66.4 10YR 5/8 30" EXISTING SEPTIC TANK: 1000 GALLON CAPACITY C N.T.S. PERC PROPOSED DISTRIBUTION BOX: 1 INLET, 3 OUTLETS 30"/42" PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES M-C SAND M-C SAND SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 6/4 2.5Y 6/4 67 CENTERBROOK LANE, CENTERVILLE, MA SIDEWALL AREA: 2 12.8' + 25.0' X 2 = 151.2 S.F. 10% GRAVEL 10% GRAVEL ( ) Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:..............................................................471.2 S.F. 58.8 1 120" 58.9 120" Engineering Works, Inc. NTS P.T.M. 250-14 DESIGN FLOW PROVIDED: 0.74 GPD/SF(471 .2 SF) 348.7 GPD NO GROUNDWATER, PERC RATE: <2 MIN./IN. 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET N0. (508) 477-5313 1/17/15 P.T.M. 2 of 2