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HomeMy WebLinkAbout0417 PRINCE HINCKLEY ROAD - Health 4 .7 Prince Hinckley Rd Centerville A= 170 - 171 I TOWN O BARNSTABLE LOCATION / %ta ,� h'i try ;�� SEWAGE d'1 cZ VILLAG01 Et�F.�TF.Pi� ASSES--SOR'//S MAP&PARCEL INSTALLERS NAME&PHONE NO��a�//s/cam - ,Sz?9^lji�-SSaQ SEPTIC TANK CAPACITY 1000 6W LEACHING FACILITY:(type) 131)(aSI NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: - I J Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Watei 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 ��-k ► �k�¢�� 8 � 35 -- -- i A3 - A'`{ - P-s - gq - qq '� No.. a Fee vd THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZippYication for �Digonl &pgterd Construction Verm tt Application for a Permit to Construct( ) Repair glUpgrade( ) Abandon( ) ❑Complete System �Individual Components Locatio Address or Lot No. 1(I ����/ �e e,pu Owner's Name,Address,and Tel.No. L s-08 a Assessor'sMap/Parcel Lk 14,IV,� Installer's Name, ress, Tel.No. _ Designer's Name,Address and Tel.No. cear�d-lCLe sf<< 'rl Nc- E?X nEljv�iT o �`yY isg 9Q Type of Building: Dwelling No.of Bedrooms Lot Size /liN I sq. ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 73SO gpd Design flow provided 30.745 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank 6006-, i )FX!3%,xW Type of S.A.S. Q- 500 6111, CtfAMj5lfA3 Description of Soil Nature of Repairs or Alterations(Answer when applicable) vrVl• f' eX is I 1 e/}C�i' r/ 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 Heal* . Signed Date a00 Application Approved by AS Date 7 Application Disapproved by: Date for the following reasons Permit No. ;?00—2% Date Issued v d'7 No. 1)0y-7-W .. s M Fee 6d 'ow " Entered in computer: THE'CO sR— MMONWEALTH OF I'iIIASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipplication for �Diogal *v!aem Cowaruction Permit Application for a Perntit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑ Complete System fvr Lpj Individual Components Location,Address or Lot No. Owner's Name,Address,and Tel.No., ��pp Aiv11,.,ny- r-6r.c Assessor's Map/Parcel oak>/ n 411 ro-I^, Iti,-01. Ccn� •,t1 Installer's Name,,�eddress,and Tel.No. Designer's Name,Address and Tel.No. .Cjr v a MC CCJi 7P 'DRrc 'er lea K-((A ..Scab' Ya8-5sa ?o.�k�i;� as Type of Building: Dwelling No.of Bedrooms Lot Size �5 3� sq. ft. Garbage Grinder (A(9 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures /gi Design Flow(min.required) 330 gpd Design flow provided 330.9p gpd Plan Date 6'a9"� Number of sheets a Revision Date Title Size of Septic Tank /,0006^1 Ex)%) IF Type of S.A.S. ri)- SOQ 6 4/ 09AmA-A S f 7 Description of Soil Nature of Repairs or Alterations(Answer when applicable) _1 n;la/I nr-�✓ D/3! a x a�, aa"�l C'f g Date last inspected: 11. 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 Heath. Signed ,;,r,r. Date w� /0 aQo Application Approved by 1? , Date 7//J/,v 7 Application Disapproved by: Date for the following reasons Permit No. 20�7—2 c?rS �- Date Issued /y 7 r 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 Si46 1r n e_ n'c at �// uC e 46 C _ �ro� �� / has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. „1,Qo 7 —z dated _2 101g--7 Installer rc" CZ/�� Designer � g /JRrrc,cs &KFiP #bedrooms "3 Approved design flow 330 / A gpd The issuance of this permit shall not a cons4ued as a guarantee that the system 1will function as ydesigned` t �1� C— Date '17 / M, 1/ Inspector �C ///6`+ // � . ` UI.�tY: fit l f tt J � ------------- No. M —,AlfFee wy THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Mlhgpoal 6p!gtem Construction permit Permission is hereby granted to Construct ( ) Repair ( Upgrade ( ) Abandon ( ) System located at 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 this p rin't. n �1; 4-,4-Date. �(��tl Approved by J//l� TME Regulatory Services o� " Thomas F. Geiler,Director A Public Health Division ran " Thomas McKean,Director 200 Main Street.Hyannis,NIA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Installer: Bf-UC(f )Naca//Ocr Designer: � 1����Arret t C --BoX QE-( :Address: �7 YDnd �% Address: �A�t AK oew�cq 0S/ie f/rl(E On Jv� tc2 ao� _ Irt.cc � ��1�' _" issued a permit to install a ( at (installer) septic system at ��7 /r�k� ad dresse based on a design drawn by p (address) dated 3c�At (designer) I certify that the septic system referenced above was installed substantially, according to which may include minor approved changes such as lateral relocation of the the design, distribution box andlor septic tank. I certify that the septic system referenced above ins all relocation ih in or o f any component es greater-than 10' lateral relocation of the SAS y of the septic system)but in accordance with State & Local Re lations. PI revision or certified as-built by designer to follow. �ytt+of s moo`' REN yG� L EYER N®. 114a taller's Signature) � �F �o ate F ► ��7 sgNlTAR�P� 7 P(Designer' igner's Stamp Here) s Signature) _ SE RETURN TO B STABLE PUBLIC HEALTH DIV TU4S FO RAND AS- PLEA OF COIVIP LANCE WII-L NOT BE ISSUED UNTIL BOT BL ILT CARD ARE RECEIVED BY THE B ►RNST�BLE PUBLIC HEALTH DIVISION. TI4A11K YOU. Q:Heal&septicrDesigner certirication Fom I d P f' � Town of B i rnsta:ble # Department of Regulatory Services - Public eal# Division Date_ MOM %639. �s'r 200 Main Street,Hyannis MA 02601 Date Scheduled Tiirie" Fee Pd. 'h! Foil{Suitability-Assessment for Sew Dispo' e 9 'Me'� Witnessed By: pPerformedBy:D b f f t E, GEN LOCATION & JERAL INFORIVlATION Location Address Owner's Name 7—o� Pu f�&Ric r 4n P�Z1Aj� �/NG y,R�_ Y + Address /�'re�b LL 9 OA Assessor's Map/Pateel: 1-7®i 1-7 1 I Engineer's Name N� D O�. M �e Q- _ [lullf/�t� "'� NEW CONS17tU�'i'ION REPAIR _ Telephone# Land Use t � Slopes(90) j Surface Stones N Distances from: Open Water Body. SOO ft Possible WeeArea_�2�O ft Drinking Water Well eft i Uiainage Way. ft. Property Line ft Other ft SKETCH:($treet name,dimcnsions of lot,exact locations of tgst holes&perc tests,locate wetlands in proximity to holes) 5EZ- FRv p osc-. So 1 �e7v-A6 c IPLLrJ dfolrO L i ..0 CA v Parent material(geologic) lac(&! ©U'; t 1 Depth to Bedrock ' Depth to Groundwaier. Standing Water in Hole:' Weeping froth Pit Pace.,;-,... ... Estimated Seasonal;"igh Groundwater tj — DtTERMIN#TION FOR SEASONAL HIGH WATER TALE y Method Used: Depth Obperved standing in obs.hole: in. Depth to 5g11 mottles: ln. _� Dep toiweeping from side of obs.hole: in, oroundwatt r A us tlagnt f Index Well# T Reading Date Index Well level .. Act.factor. Aar,Groundwater Level— In c yR PERCOLATION.T'EST . Date w Time'LL-4-2a. Observation - 1 I Time at 9" Hole# i O t Depth of Perc Sq t Time at 6" Start Pre-soak Time.0 t 16 End Pre-soak a' Rate MinJtnch the 1t i Site Suitability Assexsment: Site Passed X Site Failed; Additional Testing Needed(Y/N) Original:.Public 1141th Division Observation Hole Data To Be Completed on Back-------- i . ***If percolal iOn test is to be conducted within 100'of wetland,,you must first notify the Barnstable C4servation Division at least one(1)week prior to beginning. DEEP OBSERVATION HOLKLOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc %Gravel Sin DEEP OBSERVATION HOLELOG Hole# Depth hfrom Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistene %Gravel) 44 ' y 7/ DEEP OBSER TION HOLE LOG Hole# Depth from Soil Horizon i�Texture Soil Color Soil Other Surface(in.) ( DA) (Munsell) Mottling (Structure,Stones,Boulders. Cons istency.%Gravel i DEEP OBSERVA N HOLE LOG Hole# Depth from Soil Horizon Soil Te ure Soil Color Soil Other Surface(in.) (USDA) ` (Munsell) Mottling (Structure,Stones,Boulders. consistency, ra I 1 —7— Flood Insurance Rate Map: Above 500 year flood boundary No— Yes Within 500 year boundary No )< Yes Within 100 year flood boundary No Yes. $ TMJ JI t`i - ; Depth of Naturally Occurring Pervious Material. f' Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? 3 1 If not,what is the depth of naturally occurring per 'ous material? Certification ILI f I certify that on (date)I have passed the soil evaluator examination approved by the Department of Enviro mental Protection and that the above analysis was performed by me consistent with the requiredl/tra g,expertise and experience 1des�cribed in a10 CMR 15.017. Signature VA ���/�✓l. Date Z' Q Q:\SEPTICVERCFORM.DOC /70 LOCATION SEWAGE PERMIT NO. VILLAGE INST/ALI#R9S NAME&ADDRESS )210 j BUIL R OR OWNER DATE PERMIT ISSUED -7 DATE COMPLIANCE ISSUED S 8� 0- Pore � 1 0 Y0 O i No.__ ._. Fzcs.... �P3. THE COMMONWEALTH �OFUMASSSACHUSETTS ®Af�® ®1— s�iG LTH �u O F....... .�lA�!1!N..... .............................. ApplirFatiun for Dhipus al Works Tonstrar tiun Frrutit Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal system 1.0 _.....--F�._-----_.�.µ --- --� ''�-------- -------------- �� ..------...._...............------ Lo n-Addre o Lo ......... .........._ ^... ........ .... -- -'__..... ............. .. ...... ........_......._.........._..... caner Address a ......... � ...... -----•........ .�..................... ...... Installer Address d Type of Building Size Lot..e!�l j. ...Sq. feet Dwelling—No. of Bedrooms.............................................................Expansion Attic ( Garbage Grinder `44 4 Other 14=Type of Building No. of persons............................ Showers — Cafeteria a4 Other fixtures . .-. ----in�-•-------••---------- W Design Flow............... .. ............._.__gallons per person per day. Total daily flow---------___ __...._.......•.............._gallons. WSeptic Tank—Liquid capacity�� _gallons Length---------------- Width................ Diameter................ Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total.leaching area...................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ aTest Pit No. 1...........:....minutes per inch Depth of Test Pit.................... Depth to ground water•-__•-_--_______-______- (i Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ -------------------------------------------•--.......---...........-------------•---._......._..----......................................................... 0 Description of Soil........................................................................................................................................................................ W U .------------------••---....---------------...._.._.....------------------------•---------.....------------------------------------------------.......••-----------••...---....-•---••--...------........ -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- V Nature of Repairs or Alterations—Answer when applicable.______________________________•..............................._................................ Agreement: he undersigned agrees to install the aforedescribed Individual Sew e Disposal System in accordance with J,P'r ow' ' ns of`"ITLL of the State Sanitary Code— The undersigne urther agrees not top the system in it rti a of Compliance has been ' u d by th&� rd health.Signed-- - ------_---------- ....................••--•.....-- ------ • ..... ... . Dateation Approved By---- .. ..D-t . .. •--- PPlication Disapproved for t e ollowing reasons: Date PermitNo.... ............. ..5. -------------- Issued....................................................... Date -------- No.__ +.. "': cif THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH- OF w Aliptira Lion for D spnstal Works Tonstrnrtiun �rnti# Application is hereby made for a Permit to Construct (7 ) or Repair ( ) an Individual Sewage Disposal Sy stems,a ? .•---- ............... " Location Address or Iwy 1 0 a L [ 1r w a Address -----••------- :r � :7.r" wner� � ............. -.g 'f-"-1!A.;'r.?'/�^'"�................................................ Installer / r _ Address d Type of Building p , Size Lot..__''.- 7.'. ....Sq. feet aDwelling—No. of Bedrooms............ .............................Expansion Attic ( 1')t Garbage Grinder (tf t) pa Other—Type of Building ............................ No. of persons.....--..................... Showers ( ) — Cafeteria ( ) Other fixtures _------------------------------------- ... W Design Flow.......'"?` . :. ..................gallons per person per day. Total daily flow----.....tea_........ {..........--.gallons. WSeptic Tank—Liquid capacith" gallons Length................ Width................ Diameter.-.-.-.--------- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter---..........----... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit....--.............. Depth to ground water......-----............. fs, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.-----.................. ODescription of Soil...................................................................................................................................... x U .........•--••---•--•-•-----••----•-....--•----------------------------------------•---.--.....•-•--•-•-----------------•---•---------•--••--•-•-•--•................................................... W x -•--••••--•------------------•-----••----•-•-----•----••--••------------•--•-----•-----••---•-•---••-----•-•----••......•-----•----•----- .............................................................. U Nature of Repairs or Alterations—Answer when applicable............................................................................................... -------------------------- -----------......--•--------------••-------......---...--------......---------•----------------------•-•------....-----•--------------------------------..._......----•- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with h prov' ions of ,ITT of the State Sanitary Code—The undersign(health urtheerr,,�a'grees not to pfae the system in ra ' til ert�• to of Compliance has been ' d by�oard, Signed•---• . l ........ Is S Dat pl' ation Approved By... = •--.....-•------- -- ----� , Da Application Disapproved for t e following reasons------------------------------•••---•-•-••••-----•- ........................................................•--...---------....-----•---------•-•------....:......----•--------------•---------------•-----------------------------------------..-----••----- Date Permit No...._ s-------6.5.................. . " Issued:. t= Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....................................OF..................................................................................... (9rdifirFate of TuntpliFatta THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- Installer at....................................................................................... , 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 SHALT. NOT BE CON RIDE® AS A GUAR TEE HAT THE SYSTEM WILL F NC ION SATISFACTORY. DATE..............��}. ;.._. '��,, --------------------------------------- inspector........... .--- --- . ----- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .....................................OF e rw. No............... FEE.... --............... Disposal Workv Tnntrnrtion Uprrutit Permissionis hereby granted.............................................................................................................................................. to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo...............................----••-•••-----•••......-••-.....-- ....... Street "� ��.�• as shown on the application for Disposal Works Construction Permi No..................... Dated.....-•I-- ..# --k._-......._. ......-•----------. dl ........... DATE------ ............................................ CAAa of ealth FORM 1255 A. M. SULKIN, INC., BOSTON N� -isA P. D. SE c: . _ _ m PTI T/�NK 93 1 X 150 , 4QS G.P.D . _ 1400 ;. C-6a. ..-rA n� D IS Pr�5At. .QSE 1000 6-A;_.. _ 0.6. o so ;s:F 2 :a 3�s 6 . 0. o . , 2,t TL` (ti. A R.lr A So S•F. �. 5T7gL DiY; FLoW�1L 33o G,PO. PE ZCot:ArtioN �Tr to �N . H1.N o(L LESS LoT 61 Ii �. PATER 4VII^SyONAL TL" r TFSr'f,�or-� �'ot{ .SACoBl` :FSAxC'R aDye,Tke FG SS �t" .+ `� Ta•�fvo S�.S LOAM / 000 .I� A/✓. 53,E l 4 Nod 2'— rZs3 /ooc� / BOX /rv✓. G.4G_, T.v�rc CTt�Jrl ,- P•T f �' S2.Z $2.41G'E,2T/F/E� le OT ICII-441 ,* srAJE .,o Mom, t''{- �'--�I-�.=�z �.o ' LoG,�IT/ew ?LVi O.4 Z E 6-Z RROFI L p/�•V ,���,2E.c/c� �� 14 No scRLE e wAT�IZ CC.NTL-%L✓iU 5; 7 4T T//E /=o VA)bHTo.t/ S�/Gvd.V /GHL�4�cJD5 ,yE,�Eov GdMP�Y.S W/Tx/TyE S/O�'�,/itiE B,�1XTE,e€,t/rE/tie. ,4iV�.SETI.�/-iG` .2�QV/�EivI�NTS O.� Ti'/� ,2.EG�Sr�.ec=IJGQNO.s!/,etiEyo,�S EAJ C. LQcar�,v W/TH/y �".�l.E' .CLaooPG.4/�V. L Z7/q8,s /sa.4sEp an/.4iV/ - — sT,2 S'S�l f��f�E.2EGN•.s.4/oUG��aT ld�E USEp LEGEND PROPOSED CONTOUR 9 O z ® PROPOSED SPOT GRADE EXISTING CONTOUR + 96.52 EXISTING SPOT GRADE �OQ�- O � pAM R W— EXISTING WATER SERVICE ' 4 Rp Vl IS TEST PIT s 9 CO 175.71 ft 5; - - --------------- - - - - ------ - - - - - ------- - ------ m .. N � Q LOCUS MAP N.T.S. LO T 6 2 I I I GENERAL NOTES: I P AjVED D R I V WAY 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL �\ AREA = 15361 s f - 1 0 BOARD OF HEALTH AND THE DESIGN ENGINEER. 1 0 2: ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 1 z I I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE z \ ' I I LOCAL RULES AND REGULATIONS. _1 -----I-------I---- - w 13' \ J I . WATER I LINE I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE o\; \� _� ] O N I a z � I DESIGN ENGINEER. \ TH-2 \\ X LL O / I o Li 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING �\ ° W 0) / / FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN r� Ll-LO / / Li ENGINEER BEFORE CONSTRUCTION CONTINUES. \, N \ O / / 156 Q 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. ° II // / j d 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF O-1i / I/ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF LLJ �i. // O HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Li z7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. \ S TH-1 20 ft 0 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED C) TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. L N j j w = 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. \\ 10. EXISTING LEACHING PIT TO BE PUMPED, CRUSHED AND FILLED Existing Le- Chpit�, _ -��i/ / I Iw I 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION (Note i o) _——————————— 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY \\ N i� ( AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY -- - - - - -- - - - - - - - - - - - - - - - ------------ -- = -- --- - - - - J 57-- 131.05 ft 56- BENCH MARK of U TOP OF CONC BOUND ELEVATION = 57. 50 oaf DARREN y BARNSTABLE GIs DATUM � MEYER � PROPOSED SEPTIC SYSTEM UPGRADE PLAN 417 PRINCE HINCKLEY ROAD, CENTERVILLE, MA MAP.' 170 Prepared for: Tony Purbrick SURVEY REFERENCE: MNITAR\a� LOT-171 Engineering by: Surveying by: SCALE DRAWN JOB. NO. PLAN OF LAND BY BAXTER & NYE, INC. DEED BOOK:6969 oBOX981EN MEYER,R.S. zoo-Teoh �vimnmeate! 1"=20' DMM DATED: MAY 8, 1984 DEED PAGE:131 (508) 364-0894 EASTSANtlwlCH,MA02537 DATE CHECKED SHEET N0. 5O8-M2-2922 06/29/07 DMM 1 of 2 ELEV. TOP FOUNDATION **NOTE: ALL COVERS TO BE MARKED WITH MAGNETIC TAPE (Existing) = 59.02 �F.G.EL: 58.0 FINISH GRADE=57.20 F.G.EL: 57.5 F.G. EL: 57.30 MAINTAIN 2% MIN SLOPE OVER LEACHING AREA COVER OVER LEACHING = 2.8 FT. COVERS TO WITHIN 6 OF GRADE 2" OF 3/8" DOUBLE 3/4" — 1-1/2" DOUBLE L = 20 WASHED STONE WASHED STONE 6" 1310 4" SCH 40 PVC '� > L = 11' 4" SCH 40 PVC 10" ® S= 1X MIN. a ®®®® O ®®®® (MIN.) TEE'S ARE TO BE 14" ( ) ® S= 1% (MIN.) ®®®®®®®®®®® ,, 7 4 SCH 40 PVC INV.55.0 2 EFF. DEPTH ®®®®®®®®®®® INV.55.56 INV.54.80 EXISTING OUTLET AFF PROPOSED DB-3 4' 2 X 8.5' 4' BAFFLE EFFECTIVE LENGTH = 25' % • . N •• • •�� • � . H-10 DISTRIBUTION BOX INV. 55.81 EXISTING 1,000 GALLON SEPTIC TANK INV. ELEV.= 54.0 GAS BAFFLE TO BE INSTALLED ON NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT OUTLET TEE AS MANUFACTURED BY PIPE INVERTS PRIOR TO CONSTRUCTION ELEV.= 54.5 TUF—TITE, ZABEL, OR EQUAL 2) D—BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.= 54.75 ;. GRADE ON A MECHANICALL COMPACTED SIX INV. ELEV.= 54.00 ®® O ®® INCH CRUSHED STONE BASE, AS SPECIFIED IN ®®®E9 Ell®® 310 CMR 15.221(2) ®®®®®®® 3) REPLACE EXISTING 1,000 GALLON SEPTIC BOTTOM EL.= 52.0 0000000 TANK WITH 1500 GALLON SEPTIC TANK EEMOOE3110OO , , IF FAILED, DAMAGED, OR UNDERSIZED. 4 5 FT. 4 4) INSTALL INLET & OUTLET TEES AS REQUIRED SEPARATION 5.85 FT. EFFECTIVE WIDTH = 13' SEPTIC SYSTEM PROFILE BOTTOM OF TESTHOLE EL: 46.15 _ SOIL ABSORPTION SYSTEM (SECTION) N.T.S. (500 GALLON LEACH CHAMBER (H-10) LOADING) SOIL LOGS DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOM DATE: JUNE 29, 2007 SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: ,DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DONNA MIORANDI DAILY FLOW: 110 G.P.D. HEALTH AGENT DESIGN FLOW: 330 G.P.D. Elev. TH-1 Depth bev. TH-2 Depth SEPTIC TANK (VOL. REQUIRED): 330 gpd x 2 = 660 gpd (USE EXIST. 1,000G SEPTIC TANK) 57.15 0" 57.30 0" GARBAGE GRINDER: NO (not designed for garbage grinder) A A LOAMY SAND LOAMY SAND LEACHING AREA REQUIRED: 330 gpd/0.74 = 445.94 S.F. 10YR 4/1 tOYR 4/1 56.48 B 8" 56.63 B 8" USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS (H-10 LOADING) LOAMY SAND LOAMY SAND WITH 4 FT. ON ALL SIDES: 25'L x 13'W x 2'D 10YR 5/8 10YR 5/8 BOTTOM AREA: 25 X 13 = 325 SF �1 54.07 Cl 37" 54.38 35" SIDE AREA: (25 + 13) X 2 X 2 = 152 SF C1 TOTAL SQUARE FEET PROVIDED = 477 vs. 445.94 REQ'D DESIGN FLOW PROVIDED: 0.74(477 S.F.) = 352.98 G.P.D. vs. req'd 330 GPD PERC ®52.65 OF Mgss PROPOSED SEPTIC SYSTEM UPGRADE PLAN 25Y7/4 25Y7/4 DARRYJ y 417 PRINCE HINCKLEY ROAD, CENTERVILLE, MA -11\ Prepared for: Tony Purbrick " ` Q Engineering by: Surveying by: SCALE DRAWN JOB. NO. 46.15 132 46.72 127 �� E DARRENM.MEYER,R.S. B'oo_Teeb Savimumenta! N.T.S. DMM R�P PERC RATE <2 MIN/IN. ("C" HORIZON) PERC RATE <2 MIN/IN. (°C" HORIZON) NITA Po eOX981 (508) 364-0894�w�� SHEET NO. NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED E,asrsANow+cH Ma 02537 DATE CHECKED 508-3622M 06/29/07 DMM 2 of 2