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HomeMy WebLinkAbout0029 PINEWOOD AVENUE - Health 29 Pinewood-Avenue , Hyannis 288 072 i i i TOWN OF BARNSTABLEL N ��Q SEWAGE #. 2604_3Yo V�L LAGE !-��a-wv�� ^-� ASSESSOR'S MAP & LOT ��-67�— INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �P LEACHING FACILITY: (type) (size) ��f 'r NO.OF BEDROOMS 'BUILDER OR OWNER \ �� PERMIT DATE: ' r1 d `® � COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist -on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist ' within 300 feet of leaching facility) Feet Furnished by e P f. a q o � 1 l• 1 No. "—3 D Fee THE COMMONWEALTH OF MASSACHUSETTSr Entered in computer 7i, • Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYication for Migpool *p5tem Construction 3permit Application for a Permit to Construct( )Repair X Upgrade( )Abandon( ) )�omplete System ❑Individual Components Location Address or Lot No. Zq r l r)et)0Ca A UCNI` -9 Owner's Name,Address and Tel.No. Assessor's Map/Parcel wee I 15fhl Nk Installer's Name,Address,and Tel.No. (dLAS—53 I o Designer's Name,Address and Tel.No. s 39'17(14 -1F,ob,:4S C' 5a"iGe 5%-tckv �t1U�c1trV�N�a'i cS�GCS. `?yam S Tce.,�C� S}-t �c�M®�rht rKrR O�S3t- Type of Building: Dwelling No.of Bedrooms _ Lot Size 14. 400 sq.ft. Garbage Grinder(A* Other Type of Building MonC? No.of Persons Showers Cafeteria( j4 Other Fixtures LrAJA-MQ.Y k -eA44j t&k. [ 'Agoo9ty Design Flow gallons per day. Calculated daily flow S?zl Fs gallons. Plan Date I o'Zt{- Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. 16 ` x 34_2S` .S INF,LXPATdeS Description of Soil 11'�!Zmc A0 MCI-, Nature of Repairs or Alterations(Answer when applicable) — --Sre) (Odd 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 bee by t oard o H th. Signed Date —� Application Approved by `' Date Application Disapproved for the ollowing reasons' Permit No w. Y--3 6 Date Issued 7/12 Za t/ ty' _ --* .•, a . No. ��v ✓ t {p I f f Fee /U(] s i - / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Z I\ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZippYication for Migpooal 6p!6tem Construction Permit Application for a Permit to Construct( )Repair(X)Upgrade( . )Abandon( ) N' omplete System ❑Individual Components Location Address or Lot No. 07 t rwL)OO8 fl vT2hQ-P Owner's Name,Address and Tel.No. gjcano, s, Assessor's Map/Parcel g O-:v M E Installer's Name, .5me,Address,and Tel.No. (,L4b - 31 O Designer's Name,Address and Tel.No. l 5 35- 144 z,oba4s �c �Uic* `3NpK 'C0Q%C'r�f' 0-0-t\'\n\ :SACS, 5 T�ec,actx, •► Yc�mo.i�h, i> Type of Building: .,.;.; Dwelling No.of Bedrooms Lot Size t �IT4U0 sq.ft. Garbage Grinder(N/A Other Type of Building ©ne No. of Persons Showers Cafeteria Other Fixtures G 1-02,y Design Flow gallons per day. Calculated daily flow 4 gallons. Plan Date -4 1"0 4- Number of sheets ( Revision Date Title 00:92 A : e: -N1 c S A sAet ') o p$y3cke Size of Septic Tank 1.500 Gad t1 l Type of S.A.S. 10 ' X 31.25' -' S 1 N f'�L Tg AT(}QS Description of Soil _<;Z Nature of Repairs or Alterations(Answer when applicable) ��2 ,-Qr `Ol\ 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 be?isffe° by t 'srBoard o lth. Signed (� _. Date -7-c Application Approved by JIJ Date J.-)"G V Application Disapproved for the following reasons Permit No. UU �- 3'L b Date Issued r THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIF jthat the On-site Sewage Disposal System Constructed( ) Repaired ( )Upgraded( Abandoned( )by I"t O _ M -5 at ac( VI NI=WOO)b l0,QC—t' U E- -1 A NM(_5 has been constructed in accordance with the provision- f itle 5 and the for Disposal System Construction Permit lNo. a -3 y6 dated_ 711,2 G t� . Installer d��As Designer SHE The issuance of this permit shall not be construed as a guarantee that the sys will fu �cti�on as desi d. n Date ��`l�b t`� Inspector i 1 •I ---------------------------------------- No. uo-1 I U Fee " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Miq;pogar *pgtem Construction Permit Permission is hereby granted to Construct( Repair( li)Upgrade( )Abandon( ) System located at ► v"@' U-c.Z^�a (�_ 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: Cons cti nn must be completed within three years of the date of nth' pe it. Date:__ 7 Z / Approved by U� 1 `-�` f TOWN OF BARNSTABLEC. ! LOCATION � SEWAGE #.�oa�_3�0 ASSESSOR'S MAP & LOT �'�,�^ VILLAGE INSTALLER'S NAME&PHONE N.O. SEPTIC TANK CAPACITY J 1. - LEACHING FACILITY: (type) (size)—=—�/� NO.OF BEDROOMS BUILDER OR OWNER dq 1 `O COMPLIANCE DATE: PERMPTDATE: �r i Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) exist Edge of Wetland and Leaching Facility(If any Feet within 300 feet of leaching facility) Furnished by r� Alt � r 5 T 9 o yC r.. f Town of Barnstable f 1HE Tp� do Regulatory Services * Thomas F. Geiler, Director * BARNSTABLE, M� Public Health Division �FD A Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: 7/14/04 Designer: Shay Environmental Services Installer: Roberts Septic Service Address: 34 Thatchers Lane Address: 5 Trenton Street East Falmouth, MA 02536 Yarmouth, MA On 7/2/04 Roberts Septic Service_ was issued a permit to install a (date) (installer) septic system at 29 Pinewood Avenue, 6 based on a design drawn by (address) Shay Environmental Services _ dated 7/8/04 (designer) X X 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. nsta er's S gnaoF f.. o� C�iRNtEN �,. Nls1 (Designer's Signature (A > p Here) ... .:. PLEASE RETURN TO BARNSTABLE PUBLIC HEAL N. 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 .>ACATION SEWAGE PERMIT NO. 771.9 V"ILLAGE f4y2L�NtJ6 INSTA LLER'S NAME i ADDRESS -RCQ tea F,. �I�Wr CPAVE lA 4P ('90ST_ 2-3 ����r�s �- -rv� VI �+r��� �17 8-o(s e U�ILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED s 4 Qp � l L %b v z � i No....3 ............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ................. ..............111-1-OF......................................................................................... Appliration for Uhiposal Works Tonotrurtivit "pamit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal System at: ia.2_------ se..140 -2.0-0......Q./................ ........ ........ia=`5�. ............. Location-Address br Lot No. ------------------------------ ...... . .. .......................... M.Jr.................................. ........... O Address -....... .......... ......... LT .... r!....... ................. .. ...................................... . .. .. .......... Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.....a_________________________________Expansion Attic Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers Cafeteria ( ) Pa Other fixtures .................................................................................................................................................. Design Flow...............15'................gallons per person per day. Total daily flow......... .............gallons. 14 Septic Tank—Liquid capacity............gallons Length________________ Width___.._._.__.___. Diameter---------------- Depth._____.____..._. Disposal Trench—No_.................... Width_.____..__._.___._._ Total Length_.____._.___________ Total leaching area--------------------sq. f t. Seepage Pit No-------A--------------- Diameter.......LO........ Depth below inlet....(e............. Total leaching area..................sq. f t. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ 04 Test Pit No. I................minutesperinch Depth of Test Pit_________.._________ Depth to ground water_______________________. f� Test Pit No. 2................minutes per inch Depth of Test Pit______.._..__.__.__. Depth to ground water________________________ a --••-----------------•----•••---•-------------------------...__.....-------------------...----------......................................................... 0 Description of Soil......................................................................................................................................................................... x U ....................................................................................................................................................................................................... W x .................................................................................................................................. ---------- .......... U Nature of Repairs or Alterations—Answer when applicable......A.ID-0.... ... ..... 3.L� ,........ .......(71':c ..........._70......a-V.1 s.-T..). ... ........::,-- 5....124.Pj---S................................ ............................................................. Agreement: -The undersigned agrees to install the aforedescribed, Individual Sewage Disposal System in accordance with the provisions of TL I TL 12 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has-beria-issued by the board�qE+real+h, Signed.. .... ...... _'J 43Da e Application Approved By.......................... ....................................................................... ......... � .. ..... D.t Application Disapproved for the following reasons:................................................................................. ... ...... ............. ...................................................................................................................................................................................................... Date Permit No....... ............... IssuedL................ ----------*----------- Date ------------- No.-.� $ e�. Fps. •k-`'•- - THE COMMONWEALTH OFNASSACHUSETTS BOARD OF 'HEALTH ...................... ..................OF.......................... .......... Appftratii c f nr Disposal Works Tonstrnstiun Vrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: Location-Address or Lot No. r/..� Ownerr---,-1 a Y Address : - d ,/ ._(� Installer 19 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 ( ) POther fixtures :----•----------------------------------------------- = W Design Flow..............^_.' .................gallons per person per day. Total daily flow........ ...G................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.......A------------- Diameter......k 2......... Depth below inlet...�E............. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test_Results Performed by.......................................................................... Date........................................ Test Pit No. I.......'.; ..___. . per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2.......:........minutes per inch Depth of-Test Pit.................... Depth to ground water......................... P4 ..--------•---------------------------------------------------------•--------....--••••............•......................................................... 0 Description of Soil.................................................................................... -` U ...............................................................-•----------....------......--------------•-•-•----------------------•-----------------.....----------•---•---•-------•-•----•------------ W -------------- -----------------------------------------------------------••--- U. Nature of Repairs or Alterations—Answer when applicable_..___�_A)..�%_:__ '`� -- - ��......... ......._.,e 1 .....,�...................... ....... .................................. ..........- .- ................... t 1 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,asystem in operation until a Certificate of Compliance has_bee-n-i ss,,ued by th boar ,f:he�lt -, - Signed------ - . --•--�--- `''"� Da Application Approved BY •---•------•• -----••--------------•----------•--- •-•---. r Da -Application Disapproved for the following reasons----------------•---------------•--------------.......................................... ---•------......._ ......................... .._....L................................................................................................................. -_.... Issued ..................................Date Permit No... 3 Issued_ ------... �j Date THE COMMONWEALTH OF MASSACHUS ETTS BOARD OF HEALTH O F... wrtifiratr ok�omplianrr ; THIS_I.S TO CE TIFY That the4ndwidual Sewage Disposal System constructed ( ) or Repaired by-------------------- c ...............................................' ' ' Installer --------------- has been installed in accordance with the provisions of TI: F p mrs_5 �lState Sanitary Coda t din the application for Disposal Works Construction Permit No.___._.................................:... dated__.._.___._..._. .--.--____. THE ISSUANCE O THIS CERTIFICATE SHALL NOT BE CON RU A GUARANTEE THAT THE SYSTEM VllIL FT ON ATISFACTORY. 4F' DATE.....----. ... ....... Z5 Inspector ....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH FEE—..................... No......... _'".. � ,............................. OF................................---......._............................._............ n Disposal Sprks Tonstrnrt' n rrnti# T Permissionis hereby granted. ........................................ ------....................................................................... to Construct ( ') or Repair �-j an Individual Sewa e Disposal System l ----•-•-•--•---•-------....,........................................................... --------- Street 95.1 AZ nr n as shown on the application for Disposal Works Construction Permit No.... .............. Dated_-_':--- --- ._... ._ _._..---------- a -- ................•---....... Y - ---•---------•----•-••••........--•-. V DATE. . t = S d tfi FORM 1255 A. M. LKIN, NC., BOSTON - SECTION A -A s►parl, Y -.�. 10' min. from- 'NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. VENT PIPE (0 Least 24 inches tall) ALL OUTLET PIPES FROM THE j j Existing Foundation house to septic tank schedule 4 PVC w/charcoal odor Filter PROFILE VIEW OF ADDITION TO LEACHING SYSTEM DISTRIBUTION BOX SHALL BE 12 - F N IT Septic tank covers must be SET LEVEL FOR AT LEAST 2 FT- CONCRETE COVER I i F «.4,• + „ - TOP OF FOUNDATION = ELEV. 100.00 (Assumed) P 3" of 1/8" - 1/2• Washed Peastone 4, ; within 6 in. of finished grade ;_ Grade over Septic Tank - WOO Grade over D-Box- 99.00 Ode over SAS - 99,00 3/4" to 1 1/2 Washed Crushed Stone � ✓ 3 - 5.OUTLET 2 I of Ti?7 A\ 15.5" KNOCKOUTS t1 S i OUTLET 12• INLET a ._ 0.02 3 HOLE H-10 Top Load - Elev. =96.25 \\ ' \- g' / �� r� ^�' 1• ..- , DIST. BOX 3' Maximum Cover = ! ��-•-`"' 14' NEW S=0.01 or Greater - = I v;- :.' ' 2' - 21tN11ewe Rd NEV PIPE .N 1,500 GAL. - c x _:r ` x O 20' - S= 0.01" per foot 10' Effective Depth 15.5•--- 4" SCH, 40 Te1.75FROM EXIST. FOUNDATION w SEPTIC TANK O '- _ -- II w POLYETHYLENE 5 Units 2 6,25' = 30' • of p t 114 PLAN SECTION CROSS-SECTION ` I CONCRETE RILL FOUNDATIO m p H-10 II o 3' 3 .... o �0.83' (10 inches) .._...�- ai 111111 31,25' _ - i rn a at N rn SRltgi$1 f (...2'"-t i SYSTEM PROFILE 6 in.of 3 - 4 1 � d •- compact stone 37,25' 3 HOLE N-10 DISTRIBUTION BOX Onxk ` . Not to Scale c c ° rn Effective Len th fa " 600 it `` 9 NOT TO SCALE � 4' JJ + --I 4' S❑IL ABSORPTION SYSTEM (SAS) mRv�';? vp j as $m«tgwi5�r: _ ---• c / / - -05� W INFILTATROR HIGH CAPACITY (H-20 L❑ADING)/ GEORGE ❑'BRIEN GENERAL NOTES 6 in.of 3 4•-1 1 2• T compacted atone Effective watn (OR EQUIVALENT) Not to Scale NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE w o 1. Contractor is responsible for Di safe notification Bottom of Test Hole 1 Elev.=88.00 m p Dig safe Groundwater Observed o 132'_ _ NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 10" and protection of all underground utilities and pipes. 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. 5. The contractor shall install this system in accordance PERCOLATION TEST with Title V of the Massachusetts state code, the approved plan and Local Regulations. Failed 6. If, during installation the contractor encounters an Date of Percolation Test: DULY 7, 2004 Failed- TEST HOLE #1 cj8 g Y Test Performed By. CARMEN E. SHAY, R.S., C.S.E. Leach Plt ELEV.= 99.00 Cesspools CO soil conditions or site conditions that are different Results Witnessed By: WAIVER ( per Barnstable B.O.H.) - - --- _ from those shown on the soil log or in our design SHAY ENVIRONMENTAL SERVICES, INC. 120.00 installation must halt & immediate notification be t\ �' Percolation Rate: Less Than 2 MPI ® 42" 37.25' i' made to Carmen E. Shay - Environmental Services, Inc. \ 7. No vehicle or heavy machinery shall drive over the septic system unless noted as H-20 septic components. _:''t•.�'S--•:.r-F' 1.': i.:(;a 4" PUG \ t gas baffles or q ++ 8. Install Tuf-Tite equals on all outlet tee ends. ' •` • VENT" \1 , 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Test Hole - 10=� I, \�I �+ i 'I / 10. All solid piping, tees & fittings shall be 4" diameter 1 D-Box 1 ! I Schedule 40 NSF PVC pipes with water tight joints. DEPTH SOILS ELEV. I 0 O 0 Greenhouse ; 11. Municipal Water is Connected to ALL OF The Residence and Abutting 0 Sandy 99 24 i i Properties Within 150 Feet. Loom NEW 1500 gal, f I / THE PROPERTY LINES ARE APPROXIMATE AND Septic Tank 10 Y 3/2 DECK PATIO EXISTING COMPILED FROM THE SURVEY PLAN GENERATED BY 0"-12" A 9B.00 / I I GEORGE CLEMENTS OF HYANNIS, MA Sandy LOT #51 GARAGE i ' ENTITLED " SUBDIVISION PLAN OF LAND IN HYANNISPORT, MA LYooS EXISTING (SLAB FOUNDATION) i i DATED AUGUST, 1928, & PLAN BOOK 38, PAGE 91 and The 10 R a 1 DEED DESCRIPTION ( BOOK 1437 PG 891) 112"- 42" Bw 95.501 3 BEDROOM IT SHOULD BE USED FOR NO PURPOSE OTHER THAN Med_ I HOUSE ---- I + LOT #53 THE SEPTIC SYSTEM INSTALLATION. Sand + f z.s Y 7/4 p (FULL FOUNDATION) I i i ++ EXISTING LEACH PIT/CESSPOOLS TO BE PUMPED OUT AND 42"-132" G, es.00 o #29 ,� I REMOVED TO FACILITATE NEW SEPTIC SYSTEM INSTALLATION -� I PROJECT BENCH MARK NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE TOP OF FOUNDATION FROM THE EXISTING LEACH PIT/CESSPOOLS TO BE DISPOSED 1 ELEV. 00.00 (Assumed) - --- _ _ -- -- _ OF AS PER._BOARD OF HEALTH -SPECIFICATIONS: � l ASPHALT 1 + I I DRIVEWAY I + NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY ASSESSORS MAP 288, PARCEL 072 LOT #52 o LEGEND Perc #1 14,400 Square Feet Depth to Perc: 42" to 60" I / DENOTES PROPOSED Perc Rate= Less Tho 2 MPI I 104X 1 SPOT GRADE Groundwater Not Observed No Observed ESHWT I i i DENOTES EXISTING ADJUSTED H2O Elev. = None / ; i o`` X 104.46 SPOT GRADE I 120.00' PL PROPERTY LINE L-T 0�Sri - PROPOSED CONTOUR ---- ------------- - �'-------------- ----------------------- - - - - - -97 EXISTING CONTOUR MAY SUBSTITUTE FOR 1500 GALLON POLYETHYLENE TANK GEORGE OBRIEN, INC. OR EQUIVALENT 1 DEEP TEST HOLE & c0 C� PERCOLATION TEST LOCATION 3-24• DIAM. ACCESS MANHOLES 0) -- 6 FOOT STOCKADE FENCE 10' -6• F'I1�F W O O ID A _E7N U_AE' ` 41 °° (40 FOOT RIGHT OF WAY) P LOT PLANINLET - -- INLET \ \` - OLIVET , �f OF PROPOSED SEPTIC SYSTEM UPGRADE THE ACCESS COVERS FOR THE SEPTIC TANK, DISTRIBUTION BOX AND LEACHING COMPONENT ^ram PREPARED FOR SHALL BE RAISED TO WITHIN 6" Of D PRECAST CONCRETE FINISHED GRADE. INSTALL TUF-TITE GAS BAFFLES OR EQUALS PLAN VIEW MR . DONALD HEDDRIG ON ALL OUTLET TEE ENDS 3-24' REMOVABLE COVERS - 1.4 ---:: 4" -- AT # 29 PINEWOOD AVENUE - _ 3" min•dearance r• ."� p•TLE - 8" min_r12"-mki. inlet to outlet 111"LET TTINLE - T Liquid Teel -OUTLET - - HYANNIS , M A 5• -r --- !._ 5• -r Design Calculations E I = 4-0' min. ZH�Flllt s PREPARED BY: a.er,. Uquid depth Number of Bedrooms: 3 Equivalent to 330 Gal./Day (330 Gai./Day Min. per Title V) y- f _ . Garbage Grinder: No 13 Leaching Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) a_ CARNE E. A�1' li � l Septic Tank - 2 x 330 Gal./Day = 660 USE NEW 1,500 GAL. Septic Tank. tO' o• a B -' SOIL ABSORPTION AREA: Using percolation rote of <2 min./inch 0 20 40 50 Q. N ENVIRONMENTAL SERVICES, INC. CROSS SECTION END-SECTION Bottom Area: 0.74 gal/sq. ft. x 370 sq. ft. = 273.8 gallons •p P.O. BOX 627 Sidewall Area: 0.74 gat./sq. ft. x 78 sq. ft. = 58 gallons RBIs EAST FALMOUTH, MA 02536 Providing: = 331.80 gallons S�NITR TYPICAL 1500 GALLON SEPTIC TANK ' SCALE: 1 "=20' TEL/FAX : 508-548-0796 Use: (5) INFILTRATOR HIGH CAPACITY H-20 UNITS, HAVING A 0.83' (10 INCHES) EFFECTIVE DEPTH, NOT TO SCALE TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3.5' OF WASHED STONE SCALE: 1 "=20' DRAWN BY: CES DATE: DULY 12, 2004 H- 1 0 LOADING ON THE ENDS. NO STONE UNDER. PROJECT_ SD599 FILENAME: SD599PP.DWG SHEET 1 OF 1 �