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HomeMy WebLinkAbout0012 EDGEWOOD ROAD - Health 12 Edgewood Load a 248-142 Centerville No. 42101/3 ORA 10°I° ,;z No. O�G / O' ., r Fee i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: s PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for Oigozar *pgtem Construction 3permit Application for a Permit to Construct( )RepairX Upgrade( )Abandon( ) O Complete System individual Components Location Address or Lot No.#'17-eL1 Crn'S Y wner's Name,Address and Tel.No. t SA M E J Assessor's Map/Parcel a L.l B/14a 8tg o Installer's Name,Address,and Tel.No. Co C45— Designer's Name,Address and Tel No. �o�'}� S°-Pi�L �Ge CaJD `dk-VAY gnvtc�e ti.� Svc.y. STccr+*ton S , `Qe, o. ► '�O . G�eK -� ��,1t tti� M,A Type of Building: Dwelling No.of Bedrooms _ Lot Size cROIARS sq.ft. Garbage Grinder( /'f/g- Other Type of Building Klee_ No.of Persons 2 Showers( r�Cafeteria Other Fixtures L_no L&JLM tkV k Design Flow ;?60 gallons per day. Calculated daily flow Z] gallons. Plan Date 1}' 0!} Number of sheets l Revision Date Title R6 Q=RA 5t�i c^ 5&4�-ely% k�� Size of Septic Tank �� . X.WO 4k 'ken Type of S.A.S. /6 'X 33. Z5 Description of Soil p �C' -\O 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 Certifi- cate of Compliance has been of Heal i. c tgned Date O Application Approve Date 5 �� Application Disapproved for the following reasons Of Permit No.;2�Q2 —0-Y Pg— Date Issued 0 No. K �0 .� +► Fee 56 Y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i.Vs PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS . ZippYication for Migaal *pgtem Cow5truction J)ermit Application for a Permit to Construct( )Repair X Upgrade( )Abandon( ) ❑Complete System Individual Components Location Address or Lot No. vQoc-c\ l �Coq Downer's Name,Address and Tel.No. R kC`-r rr\ E Assessor's Map/Parcel /1 4 Installer's Name,Address,and Tel.No. Ll _ Designer's Name Address and Tel No. G�3t?C�� S.°(�-1-;C �.ac U�C.,G S? 1 D ��; ��•' �n J;C`o .�-�_n'F a� �v G j. STc-c , EZ,, St � `rc�cv��o�4t, ' , oot,, a�i� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other Type of Building IJone No.of Persons -1? —Showers( i) Cafeteria( J) Other Fixtures L n o C"'; `n--c -� Ck,,4 n S,f�K l G vi1 e,M J C Design Flow �? (� gallons per day. Calculated daily flow Jl\'6 U gallons. Plan Date 5 / f t I 0 Z4 Number of sheets ( Revision Date Title -i�CZ�� � Size of Septic Tank X15� l��© �,G� ���k Type of S.A.S. J /G X �� C S emu'nj C'4 *' Description of Soil Nature of Repairs or Alterations(Answer when applicable) ¢' '� Q o Date last inspedfed: 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 issue byfthi oar. of Heal h. igned _ r Date Application Approve, Date Application Disapproved for the following reasons Permit No.r}oc y —a L-/ Date Issued Q THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS -der-tificate-of Comp i-ance- THIS IS TO CERTIFY, tha the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded�( Abandoned( )by 'r ✓-� .`7-EiYT 1 c at ct-- 0! UZ ?X}ln vA v t i has be n construLed in accordance with the pr;- of s- Title 5 and the for Disposal System Construction Permit No. t) dated �(� Installer'- , ,d S Designer �i r The issuance of this prermit shall not be construed as a guarantee that the syst m�illrf n tion a sig. eld. Date S " 1 Inspector ! r �y � --------------------------- — No. ��-�-•'7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS �Btq;p dal *pgtem con!6trurtion permit Permission is hereby granted to Construct( )Repair( u�grade( )Abandon( ) System located at w C Lx .(,q Lp _ 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 jnust be completed within three years of the da a of this ermi . Date:_ ��� t Approved b TOWN OF BARNSTABLE LOCATION SEWAGE # � -�'� VILLAGES ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) 16/ KG NO.OF BEDROOMS BUILDER OR OWNER S PERMITDATE: S U COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwatof 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 l� - 1 r F � A I�� la �� .27( o�r� S—p - 20- 01 13 : 52 BARNSTABLE HEALTH DEPT 5087906304 sris;o! NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only, PERCOL,aTIO:N TEST AND SOIL EVALUATION EXEMPTION FORM A IW► 'd hereby certify that the engineered pian signed by me concerning the property located at e 1-1Y-jC\� meets all of the icl:o.�tng .�teria� , Th!s failed system is connected to a residential dwelling only. There re no -ornmarzia.1 or business uses associated with the dwelling, TT e soil is cidss;;:ed as CLASS I and the percolation rate is less than or equai to j m.nutes pet !rich. •I"he applicant may use histoncal data to conclude this fact or may :onduCt �re!!nn!:,ar, tests at the site without a health agent present here :s no Increase to flow and/or changc in use proposed • i here are no variances requested or needed. The bottom of the proposed leaching facility will not be located less than fourteen I;j itet awgve the maximum adjusted groundwater table elevation. fAdiust the nunc!.vatcr table using the Frimptor method when applicable) Pleose complete the following: �.! Top .,i Ground Surface E:dvation (using CIS in(ormation) _ 4D.00 J, G.W ElevaCon (=�b •i. ad;usrment for nigh G.W.,3-_l0 = R3'(,� ) FT=T.RFNt--F. BETWEEN and B ( � " 4-0 S:(.j.VE D _ D A TE: 004 _ NOTICE 3asec j-on. L:"e alove r•formacion, a reoair perrnil wit! be issued for -)edroorr.s :`+r, acd!w.-Mal bedrooms are authorized to t�e future without engim�eret plans. _ --- — I !r,:Oc( pocc.tmq A� Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: E&qwi fc,cAtyai--� Lot No, 8 _ Owner: d pjS Address: ����(S g Contractor: ntRC.A ?w• Address: Co. � r Notes: STEP 1 Measure depth to water table tonearest 1/10 ft. .............................................................................. .Date 0 0 a O month/day/year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: IMttJ OAppropriate index well..................... OWater level range zone ...................... C STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to Q.4 water level for index well ........................... C� month/year STEP 4 Using Table of Water-level Adjustments for index well (STEP 2A), current depth to water level for index well (STEP 3), and water-level zone (STEP 2B) determine water-level adjustment ................. 3 �o ............................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water level at site (STEP 1) .........:............ 3•�P o fr Figure 13,—Reproducible computation form, 15 Town of Barnstable �tHE i Regulatory Services Thomas F. Geiler, Director * BAMSrns�.e, 9� MASS. �0� Public Health Division iOrED39.�A Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 5/18/04 Designer: Shay Environmental Services Installer: Roberts Septic Service Address: 34 Thatchers Lane Address: 5 Trenton Street East Falmouth, MA 02536 Yarmouth, MA On 5/18/04 Roberts Septic Service was issued a permit to install a (date) (installer) septic system at 12 Ed ewood Road, Hyannis based on a design drawn by (address) Shay Environmental Services dated 5/17/04 (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. ZHnF tf4 (Installer's Signature) ���CARU N, y E. `� SHAY N No. 1489 o (Designer's Signature) (Affi t p Here) d4"ARi PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH ON. 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 (I No.._ �.:` 0� FxB ................. THE COMMONWEALTH OF MASSACHUSETTS BOAR® Off' HEALTH --OP.............�t... �-------------.--------------.-..------------ ' , pVtiration flax Uhipaii al nrko Cann-strnr�inn r J Application is hereby made for a Permit to Construct ( � or Repair ( ) an Individual Sewa System at: ....1.2--Edgewoad--- oad.....Cent.er-u-i 11.e,MA_---------------- ...........Lets_.--.&A-2.0.--------......---------...-------•--------------------•-. Location-Address or Lot No. ,]As h Gnhen. ......... � ck__Dr .....Worcester-,---MA...._.01609. Owner Address a ....Ar-thitr-...Sears...&---sons................................................. ....3.13...Hokum..Rock...Ra.......E....Denn-1•S-Z---MA............... Installer Address d 20 295 q Type of Building Size Lot...........................S feet U Dwelling—No. of Bedrooms___.....thref-........................Expansion Attic (0 ) Garbage Grinder (0 ) Other—Type of Building __resldenae___-- No. of persons.....__Z.................. Showers (2 ) — Cafeteria ( ) a Other fixtures ................................. .. .... W Design Flow......, 2.0........................gallons per person per day. Total daily flow............................................gallons. G. Septic Tank—Liquid capacity/_0,6.0.gallons Length___�FZ..... Width...S:....... Diameter......4-_____- Depth......6-__-_-. Disposal Trench—No_ __________________ Width.................... Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No---14-Q-4----- Diameter.._.------------- Depth below inlet.....4........... Total leaching area..................sq. ft. Z Other Distribution box (,S) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date....................................... Test Pit No. 1________________minutes per inch Depth of Test Pit.................... Depth to ground water-.---.---_______-_____-- G%, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ O Description of Soil------ .. - - -- - - - - - x t, -------------------------------------------------------------------------•-------•----......•-----------------------....--•------------------ ......................................................... W --------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------- VNature 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'T ' of the State Sanitary Code—The undersigned further agrees not to place the system in /,�Opeerraatioon, until ajCertiricat i�C pliance has been issued by the board of health. �+ r/" Signed.. ._.. ... Date ApplicationApproved By.t! ----- - ------- ............................................................ ------Z ----- Date Application Disapproved for the�wing reasons----------------•--------------------•----------------------------------------------------------------........_.. .............-........................................................................................................................................................................................... -�// Date 1 Permit No._ __.t.........>...................... Issued_....................................................... Date No.16._.t OL5 FEB .......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OFF HEALTH ------------------------------- --.....OF..........�iz . t App irta#ion for RsVaaFal Works Tonitrar Lion rmit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Se age is System at: -•----------------------------•-•--•---•---••----...-----........•..---..••-•--•......_........... -••-•--•-•----------••.....---....._...-••---••---•---•--•••--•---•••-•---•-----•...........--•--- Location-Address or Lot No. ......-•--•......................•..--------------•--------•---••--•-•--....................._.... ................................................................................................. Owner Address W Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) pa., Other—Type of Building ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) 44 Other fixtures -------- -----------•----------- . W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. GG Septic Tank—Liquid capacity------------gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—NTo. .................... 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. I................minutes per inch Depth of Test Pit.................... Depth to ground water.....................__. 44 4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.__.•-_____-_--_.-_-____ P4 ----•-••-•-•---•.._...-•--••---••-•-••--•....-••...-•-....---•--•-•................••--..._..•--••-.....__._................-----•-----------------•---....-- 0 Description of Soil........................................................................................................................................................................ x U ---•----------------------------------------------------------------•----•-----...----------•--------------•----------...-•----.........-----------•----•-............................................ W -------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 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 TITT. "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. Signed...................................................................................... ................................ -�' q Date l Application Approved BY ......L1b0cl-V..................................................................•-•-•---•------- . .........�'-G-.. Date Application Disapproved for the following reasons---------------------------------------------------------------------------------•------------------------------- --••--•--------------•---••--••--..._........�...••-•b•---•✓----•-••-------......-•--•----•----•...._............--••-•-•--...•••-•-.......-••..........................=................... Date PermitNo...� ...__.... ....... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .........................OF.......T��.f.!N...&.''. ............ C�rrtifiratr of TautpliFanrr THIS IS TO CE TIFY, That the Individual Sewage Disposal System constructed ) or Repaired ( } by... t - -�,1- ............. ...._..... ------- Installer at..........�--�....---•--. --------------•- ------------------------------------- has been installed in accordance with the provision of,"'T TIE 7 of The State Sanitary Code as described in the application for Disposal Works Construction Permit NqL� .................. dated_-. <-..__..._._.____... THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT i HE SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------------------------••--•---...... Inspector.................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ... .... ......N..,l.��.L ....---•- ?1S_K `sue' �U OF.._..... ..... O� ..�. ...... FEE..... ...-•--- Dispo Tonstr ilan Fermi » Permission 's hereby granted............................................�. �1�� `------------•-•.............. to Construct ) or Repair ( ) an Individual Sewage Disposal System at J\T o........................................ :r... 1._ _._ _._ ..... .........._.._...._.. __- r _ ........................................._.................... as shown on the application for Disposal Works Construction Permit o(....._v..`�....__ Dated_:. ---- .�a"..A......... J �/ Boar of Health DATE = '161 `` FORM 1255 HOBBS & WARREN. INC., PUBLISHERS C't h1 Q . S- �,f�.n u� Nam' 0 SECTION A A � J ..�•� �;- OUTLET� THE , A11 fROM �..•5 * 4 SCHEDULE 40 P.V.C. ! w 10 min. from NOTE. ALL PIPES ARE TO BE VENT PIPE (O Least 24 inches tali CII G SYS EM aisTReurion BOx SNAIL eE � -�- . ( > P�OFILE VIEW,OF ADDITION TO LEA IN T ..,_ 1 Existing Foundation house to septic tank Schedule 40 PVC w/Chorcool Odor filter SET u:VEI.FOR AT LEAST 2 FT. 12` CONCRETE COVER I f TOP OF FOUNDATION ELEV- 100.00 (Assumed) Septic bank cover* must be 3" of 1/8' - 1/2" Washed Peastona 1 A.- within 6 in- of fktiiehed 9ro�- 3 4" to.1 1 2 "..Washed Crushed Stone '- 3 - 5"OUTLET -, 'Y_`.=-..�.> 2 �e y f ' Grade over Septic Tank - 9&00 Grade min D-•Boz 97.00 over SAS- 97.00 / / - 1... . - -• KNOCKOUTS - -: c• �/ t f OUTLET• s. _ S 0.02 3 HOLE'N-10 3'Maximum cover Top Load -Elev. =94.75 -', •. 6" i 1� � � �. DIST. BOX . .:-. c y " ip✓` 1y EXIST,, 5=0.01 or Greater ^+• � `^f' `,� NEW PIPE *' � 1,000 GAL - S- 0.01" per foot „�•- " o - .4" SCH. 40 T 1.75" I x. � O 42 - ,. 0 Effective Depth � FROM EXIST. FOUNDATION w x SEPTIC TANK g O w H 10 5 Units a 6.25' 30' PLAN SECTION , CROSS-SECTION - M of r o n ( �� ► e m ' > in » 3,L 3 a CONCRETE FULL FWNW �. N rn 0.83 (10 inches) 31.25 a` M $ - DISTRIBUTION BOX { ; SYSTEM PROFILE 6 In.of 3/4"-1 1/2- m �• N 37.2s' 3 HOLE H 10 OISTRIBUT 0 B tom. i' �`' compacted *tone > - > N _u o ai rn Effective Length NOT TO SCALE sc¢tt y / Not to Scale - ° > o e n C SYSTEM (SAS) ieti411.iaNewryItshy®mwwtgsie"Taa..lwi tea tvg Ir c 4 4 ,.OIL ABSORPTION S S u 0' INFILTATROR HIGH CAPACITY (H-20 LOADING)/ GEORGE ❑'BRIEN GENERAL NOTES 6 in.of 3/4"-1 1/2" v Effective Vidth . " compacted atone OR EQUIVALENT) Not to Scale - NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6 BELOW GRADE o ( 1. Contractor is responsible for Digsafe notification m Bottom d`rest Ode 1 d 0 132' m NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18' EFFECTIVE HEIGHT IS 10' and protection of all underground utilities and pipes. . No Groundwater Observed O 132" / ------- --- - 2. The septic„tank a j distribl.ltion 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 c> by Carmen E. Shay - Environmental Services, Inc. 5. The contractor shall install this system in accordance with Title V of the Massachusetts state code, the approved plan PERCOLATION TEST LOT #f s A and Local Regulations. LOT 1 6. If, during installation the contractor encounters any Date of Percolation Test: APRIL 30, 2004 # soil conditions or site conditions that are different Test Performed By: CARMEN E. SHAY, R.S., C.S.E. from those shown on the soil log or in our design Results Witnessed By: WAIVER ( per Barnstable B.O.H.) installation must halt & immediate notification be SHAY ENVIRONMENTAL SERVICES, INC. N made to Carmen E. Shay Environmental Services, Inc. Percolation Rate: Less Than 2 MPI ® 40" N F0 Q rty, 7. No vehicle or heavy machinery ,shall drive over the 71d 30' S0" E S 76d 21' 00" E '�O septic system unless noted as H-20 septic components. 49.77' to or' 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. i r 135.69 r O 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. { Test Hole Failed j o o\t 10. All solid piping, tees & fittings shall be 4" diameter No. 1 Leach Plt Schedule 40 NSF PVC pipes with water tight joints. DEPTH SOILS ELEV. I 11. Municipal Water is Connected to ALL OF The Residence and Abutting 0 97.00 Properties Within 150 Feet. Sandy ��lll Loom I V THE PROPERTY LINES ARE APPROXIMATE AND 10 r 3/2 O EXIST. 1000 ptll. F LOTS 08 & #20 COMPILED FROM THE SURVEY PLAN GENERATED BY A 96.12 Q Septic Tank/ 1 4. BEARSE & KELLOG., OF HYANNIS, MA 't3 20,295 Square Feet + 1 \ Sand ,•` �t �i Q.. �- 1 ENTITLED " EDGEWOOD -- HYANNIS. MA, y MA", DATED'FEBRUARY 12, 1957, PLAN BOOK 133, PAGE 59 Loam 10 rR 5/6 h a =.;f• 11 ,j AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN t� 10'-. 40" e' 93.75 �\ IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Med. . :N O t� THE SEPTIC SYSTEM INSTALLATION,: DECK Sand gs �.. ' ��/ �\ �O O 2.5 Y 7/4 i EXISTING LEACH PIT TO BE PUMPED OUT AND 40"-132" C, 86.00 372 7 , _ REMOVED TO FACILITATE NEW SEPTIC SYSTEM INSTALLATION x �� - NY STRIPPED U SOIL CONTAINING LEACHATE i EXISTING NOTE. A S R ED OUT N .: ` EXISTI G IT DISPOSED r / G FROM'.THE EXISTING'LEACH P TO. BE D OSE i BEDROOM GARA E � v r 3 . _ O . SPECIFICATIONS. .. `OF 'AS PER "BOARD OF HEALTH y i -o O t� -;_-,�0-.-WETL�N{3S-ARE-PRESENT-WITHIN-200 _OF-THE-PROPERTY:.----_.-_ -.- -- ---- - i ASSESSORS MAP,248 PARCEL 142 . AS , TEST HOLE 1 1 1 r ,► 1 , , ELEV.- 97.00 � N 1 1 I , t � x � ,, LEGEND , Pere #1 PVC �� / �i,, \ �\ _ DENOTES PROPOSED Depth to Perc: 40" to 58' r 104X 1 Perc Rate= Less Tho 2 MPl ENT ,���___,_- r \ �� 6 SPOT GRADE Groundwater Not Observedr_ O No Observed`ESHWT CO q DENOTES EXISTING ADJUSTED H2O Elev. = None --' /r +`�\ `�\ �`�_ i X 104.46 SPOT GRADE 213.95 ( i., �, A N 75d 5 S0" W PE PL PROPERTY LINE ` , PROJECT BENCH MARK �, - 7 �,� �� TOP OF FOUNDATION -96P PROPOSED CONTOUR ELEV. = 100.00 (Assumed) ��-,, �� _------- -- -- -97 EXISTING CONTOUR TYPICAL `1000 GALLON SEPTIC TANK -ED G.E WO OD R OAD DEEP TEST HOLE & NOT To SCALE PERCOLATION TEST LOCATION s-Itr DIAM. ACCESS ►tANHIOLES (40 FOOT R€GHT OF WAY) -• 6 FOOT STOCKADE FENCE INLET P LO > °U OF PROPOSED SEPTIC SYSTEM UPGRADE .- .- THE AOCESS COVERS FOR THE SEPTIC TANK, ' DISTRIBUTION BOX AND LEACHING COMPONENT •� s`r- •_ SET DEEPER THAN 6 INCHES BELOW FINISHED PREPARED FOR i n,<..� ..._: -•.,.: : ti--'•' `I, �•. GRADE SHALL BE RAISED TO 1MTHIN 6" OF �/ STEEL'REINFORCED PRECAST CONCRETE FINISHED GRADE. R I I I!1 R D P Ll P LAS PLAN VIEW INSTALL TUF-TITS GAS BAFFLES OR EQUALS AT f-3_24- REMaVABLE -� 1.2 E D G E W O O D ROAD HYANNIS, MA 3" mM• clearance 13' MET yA ET 6" m1nT�2' min. hiet to outlet �.a,h ..e. a �- L>qu�o Ie - OUTLET Design Calculations t0`mim. : •. r .. •1H of=,.�� _ PREPARED BY: s 7" 5 7" Number of Bedrooms: 3 Equivalent to 330 Gal. Da 330 Gal. Da Min. per Title V E 2- 4'-0" min. Garbage Grinder; No �. . Lid�MARM ' E. SHA Y o� Y Leaching Capacity Proposed. 330 Gal./Day Minimum (Min. Per Title V) Septic Tank r - 2 x 330 Gal./Day = 660 USE`EXIST. 1,000 GAL Septic Tank. N IRON�fENTAL SERVICES INC. 0 20 40 50 ' SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch O. Bottom Area: 0.74 gal/sq.'#t. x 370 sq. ft.. 273.8,gailons I I q O P.O. BOX 627 Sidewall"Area: 0.74 'gal./sq. -ft. x ` 78 s ft. 58 "gallons �Gf s R� q g s EAST FALMOUTH, MA 02536 END-SECTION Providing: 331.80 allons- 4N1TAR1a GROSS SECTION g g n. TEL/FAX 508-548-0796 Use: 5) INFILTRATOR HIGH CAPACITY H-10 UNITS, HAVING-A 0.83 (10 INCHES) EFFECTIVE DEPTH, SCALE. 1 =20 ( SCALE: 1 -20 DRAWN BY: CES DATE: MAY 17, 2004 TO BE USED WITH,4.0' OF WASHED STONE ON THE SIDES,"AN0 3.5' OF WASHED STONE F 1 ON THE ENDS. No STONE UNDER. `PROJECT SD574 FILENAME: SD574PP.DWG SHEET 1 _0