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HomeMy WebLinkAbout0088 HUCKINS NECK ROAD - Health 88 Huckins Neck Road Centerville A=252—034 UPC 12534 ' ILO.2-153LO a I No.r —\V � tT. ,. Fee f JHE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zfpplication for Th5pooAY *pztem Conotruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. S Owner's Name,Address and Tel.No.�TVe A 20194 a Assessor'sMap/Parcel e Ih� p�,�Z Vt H�LIG,n) v�et.1� r2o.4J Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. G'4 'rA�. 491% r friyes u4r- S 11-14, P.o_ c50x'7c. Type of Building: Dwelling No.of Bedrooms Lot Size ,Zt SoJ sq.ft. Garbage Grinder( ) Other Type of Building 5�j4 No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 y gallons per day. Calculated daily flow 330 gallons. Plan Date 9-75 -2-2®S Number of sheets Revision Date N Title Size of Septic Tank Type of S.A.S. CLLram Us s-�50 Description of Soil2A Nature of Repairs or Alterations(Answer when applicable) 14 10 15t ® a` Tht,!, Cl-) Imo I W-2-0 0_1-,a-, . 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 issued by this Bo d of Health. Signed Date Application Approved by A Date c5 Application Disapproved for the following reasons Permit No. 900 r> 3 Date Issued o16 4W5No �.� a,:�, {-�"`��' Fee THE COMMONWEALTH OF MAS'SACHUSETTS Entered in computer: - s P/UBLIC HEALTH DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS ' ~yZIpplicatiou"for Mizpaal *pztem Cougtruction j3ermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. S 1j C Owner's�Name,Address and Tel.No. n te, Assessor'sMap/Parcel MA 011612 $8 H'J4tG"n) o'COL ("P4 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5734 ^ 79�'L Type of Building: Dwelling No. of Bedrooms Lot Size 1 Zt SoJ sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 3 v gallons per day. Cflculated daily flow gallons. Plan Date Number of sheets Revision Date �' n Title _ Size of Septic Tank )po Type of S.A.S. C 44"" a.s 500 rtI- Description of Soil Nature of Repairs or Alterations(Answer when applicable) , 14 " 1 z� i 5S * in T7*t,i, A` 1 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 Certifi- �,--'cate of Compliance has been issued by this Boar4 of 1jealth. , Signed —bate _ i one Application Approved by ""` Date Application Disapproved for the following reasons Permit-No. 00 -5 Date Issued ————————————— — —————— "—————————— THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance .R�. THIS IS TO CERT Y, that the On-sy'te Sewage Disposal"Sypstem Constructed x ) Repaired ( )Upgraded ( ) Abandoned ) y `6a, OrviV rk7e) at (Iec k rcA has-been const c e0i in accordance with the pro Vions of title 5 and the for Disposal System Construction Permit No. bU ^;W3"'dated 5 Jr Installer ,JU. Designer The issuance f th's p it shall not be construed as a guarantee that the s tem w Il i nc�n Date Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS igpo�ar p�tetu Construction permit Permission is hereby gran�te to Co stru� , Rep�`L )U�pgr�a e System located at t � 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 cond(d " Provided: Constru ott must�b ompleted withinthree years of the dthis e Date:__ t�55 Approve t Town of Barnstable Regulatory Services • Thomas F. Geiler,Director BARNSTABM � MASS. ,0� Public Health Division p'FD ' Thomas McKean, Director .200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: a�c1 `oS Designer: _Shay Environmental Services, Inc. Installer: tDC &,r, Address: P.O. Box 627 Address: 452$_i_ East Falmouth, MA 02536 C��R -. �1�4,s On �\ bSccoa& was issued a permit to install a ( e) installer septic system at ► tCt 4-, 1 Aebased on a design drawn by (address) Shay Environmental Services, Inc. dated! 1 (designer) 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. ZN OF 4tq �- ss CARMEN , ( taller's Si ature) E. SHAY Cl) No. '1181 G/STEREO SANITAVO esigner's Signature) (Affix De-§11MMStamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 11/02/2015 04 : 16 Fix - Z 001/001 9/16/03 Notice: This Form Is To Be Used For the Repair Of Failed Septic Systems, Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM I,J hereby certify that the engineered plan signed by me dated D _ concerning the property located at Ct � meets all of the following criteria: C�J(.,L;li�Q_ • This failed system is connected to a residential dwelling only. There are no commercial or business.uses associated with the dwelling. The,soil is classified as CLASS I and the percolation rate is less than or equal to 5 minutes per inch, The applicant may use historical data to conclude this fact or may conduct deep test holes and percolation tests.at the site without a health agent present, 0 There is no.increase in flow and/or change in use proposed • There are no variances requested or needed. • The.bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information) —4,5.000 B) G.W.Elevation +adjustment for high G.W. DIFFERENCE BETWEEN A and CSZGnD : DATE: 0 NOTICE Based upon the above information, a repair permit will be issued for bedrooms maximum.. No additional bedroom&are authorized in the future without engineered septic system plans. �U-) r C Leo*- q:\Sepuclpercezemp.dcc TOWN OF.BARNSTABLE LOCATION e �A)o SEWAGE # O.Sr ' 3r3 VILLAGE LxibM V[/,jL , ASSESSOR'S-MAP & LOT B '9y' a 4w INSTALLER'S NAME&PHONE NO. . ._ W �gIL, ' . U SEPTIC TANK CAPACITY 1�EUQ_ a4'to .fl LEACHING FACILITY: (type) '60 C (1nt�a�S (size)` ��►� �.5� '<I NO. OF BEDROOMS BUILDER OR OWNER M ast W ) . PERMIT DATE: U COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility U ` Feet Private Water Supply Well and Leaching Facility (If any wells exist y; on site or within 200 feet of leaching facility) aP/ej' "x Feet Edge of Wetland and Leaching Facility(1f any wetlands exist within 300 feet of leaching facility) =/l/A" Feet Furnished by B Lij R a 1i3; q1 l o sv A5 Iu • gf l45 35 , 1 g5 43.,r No. .1 .. �,.��... Fss.... v�..� .� THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .............l LT.W—n.......OF........ . ,��r fir iaan fnr Dispuiial Works Tonstrnrtinn ramit Application is hereby made for a Permit to Construct ( ) or Repair (�, an Individual Sewage Disposal System at ..................... ............. ocati ddress ••-•----••....................... ...... 10�1� Q_ 1.. or - No. - x ................ : cv..,� ..... -........... - dress Installer Address Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) a`4 Other—T e of Buildin yp g ............................'No. of persons............................ Showers ( ) Cafeteria ( ) 04 Other fixtures ...................................................... 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 a Test Pit No. 1................minutes pe'r 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.....----...........---- ODescription of Soil........................... � Y -••-----••-----•-••--- -------------------.-------.-•-•---........... cxj -----------------------•--•-----•--•------•----....-•---------------------..............----....----••----------•------------ ........................................................................ W x ------- ••-- - - ------ ------ U Nature of Repairs or Alterations—Answer when applicable---....----./-`�.� �.-.�A ................. ..------•--•--------•-------•-----•-•-------------------------------•••••.•----•••-••-----••-----•. •-•----•-------•-•----•-----•------•-•-••-----•-•-•--••........•-•••---••---------•-•-•-•----------• Agreement: The. undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIli U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has een issued by the board of h al h. / )G Signe ........ lP_ GG�F ate ` -. . Application Approved BY 1 ..... / .................... -----.....� �, ------- ate Application Disapproved for the following reasons----------------•----•-------•----------••---•-----------------•------------------------------•-------------•--•- -•----•---------•--••--.......--•...-----•-----••-•-••--------------•...... Date PermitNo......................................................... Issued_....................................................... Date Ficic THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............1._t�'.4 n........OF........ �` -------------------------• Appliration for Disposal Works Toustrurtiorn Frrmit Application is hereby made for a Permit to Construct ( ) or Repair (>� an Individual Sewage Disposal Sys at: ......: .. ....... . 1 'r!. ?`........---•-ff.��-....--..........._... ........... ....... -...- --....--- ..... ocati) A dress or Joy No. ress fw _�" �'� — t_ 6 ! !/.......................•-•-............................... Installer Address Pal Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.........................................Expansion Attic ( ) Garbage Grinder ( ) pa4 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) pa Other fixtures ------------•-•----------------- . -----------•------------------------ -------------------- W Design Flow............................................gallons per person per day. Total daily flow._............._..._......................._gallons. Septic Tank—Liquid capacity.............gallons Length................ Width................ Diameter................ Depth................ W 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........................................ 1.4 Test Pit No. I................minutes 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........................ w .................�F.,. ... .... .... Description of Soil............................ .... ..1 . ? �''v / �' x .... ----------------------•--••------------.....--••-..........._..............--------------- t,) -------------- ------------------------- -------------------------------------------------------------------------W UNature of Repairs or Alterations—Answer when applicable.____________ ____ _'r �'t�_._t/1!�!' ��._._ . _1..._..__......_... ---------------------------•---•----------------------------------------------------•-•-----.-•---------•---------------...--------•--••----•---------------------------------------------------------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITIZ 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 hI lth. Signed .�..:,...... L J' Date Application Approved By....... --- .................. : f. ...............------ -•----...�c..........=-L°- bate Application Disapproved for the following reasons---------------------------------------------------------------•---------•--------------------------------------- :.---•-----•.............•-----..................----------•-----------•--•-•-•---•-------------...----•-------....-------..................•---------•-------............. ......-•--•----- Date PermitNo......................................................... Issued.---------•-----•--..................................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 16 CInfif irttir of Tontplianrr j Thq,E IS T0� ERTIFY, That the Individual Sewag�..Disposal System constructed ( ) or Repaired (; ) J P taller at at .... f ms , -- -------- ---1-�-<-. has been installed in accordance with the provisions of TITLE Imo, �5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit NoL�_.............................. dated_............................................. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. � DATE.............................. �'1 . Inspector...."4;;Z- THE COMMONWEALTH OF MASSACHUSETTS BOARD OFHjEALTHI f��p N©.....�,•............... FEE............:. Disposal Ulorhp Tonartylion rutit Permission is hereby granted `'t = = . . .rdi '`' .. ......... ._.... to Constr Repair (/, an• divldual Seer g Dis�o�l S tem .,... _ J at No. fL C- Jj '^ ' 'l'€ir /�.------------------------ Street as shown on the application for Disposal Works Construction Permit No..................... Pated.......................................... ,-'toa d of Health DATE...........-----••........................................................•---- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS D 2 q5 L 1. 0 CATION [ WAGE PERMIT NO. "VILLAGE INSTA LER'S NAME i ADDRESS R UILDE R OR OWNER DATE PERMIT ISSUED r DATE COMPLIANCE 15SUED ��,, 0c,k / iJS ' VENT PIPE (0 Least 24 inches tou) SECTION A -A r 10' min. from NOTE: ALL PIPES ARE TO BE 4" SCHEDULE 40 P.V.C. Schedule 4 PVC w/Charcoal Odor Filter ALL OUTLET PIPES FROM THE n aSTRW'nON Box SHALL aE Existing Foundation house to septic tank SET LEVQ FOR AT IEABT 2 FT. CONCR[7E COY[R file Septic tank covers mutt be D-Box Laver must be P OF A SYSTEM/Y • within 6 in. of finished grade wthin 6 in. of finished grade ♦ -Grade ovM SAS - ELI WOO .�/- i fJraoe over Septic Tank - 99.00 Grade over D-Box - 99.00 / 3 _ y 70U;TLETtJ 1/s • r-%.e C"-%a sever. y r/1- - ,/1- rah"P-06- \ KNOCKOINSPECTION cover must be 6.33 - 002 3 HOIE H-10 within a in. of finished grade tY INLETDIST. BOX 3' Maximum Cover op of SAS-Elevr94,DO <13• NEW S-o.01 or Greats, S- 0.010' per foot . . 2 ~ t EYtST. PIPE O 1,500 CAL. 1 1.:, 15.0• FROM EXIST. F"DATION v SEPTIC TANK o Effective D•vtn o 0 0 o 0 o a' - SCH. 40 T II °' e.erls. ID C3 e unit: a es - n PLAN SECTION CROSS-SECTION Ali ai CONCRETE FULL FOUNDA� p II H-�� rj '� r r II rn u °f u n 3. J 3.5' N 4 9 4 SYSTEM PROFILE 6 In.of 3/4'-1 1/2' o o� 25' 3 HOLE H-10 DISTRIBUTION BOXY' J c compacted stone S 12 II Effective Length NOT TO SCALE j Not to Scale - c ' Effective width o c c SOIL ABSORPTION SYSTEM (SAS) e�rta6 6 in.of 3/4'-1 1/2' 5' PROVIDED ~m0 500 - C H-20 LEACHING UNITS / WIGGINS PRECAST GENERAL NOTES compacted stone NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE Bottom of Test Hole 1 Elev.- W-00 Not to Scale 1. Contractor is responsible for Digsofe notification _-_ and protection of all underground utilities and pipes. Obs. Groundwater - Test Hole 1 Elev.- NONE OBSERVED 2. The septic tank onq distr ujion box shall be set level on 6" of 3/4 -1 1 p2 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 PERCOLATION TEST 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 Date of Percolation Test: AUGUST 4, 2005 LOT 1 S 1 and Local Regulations. Test Performed By. CARMEN E. SHAY, R.S. # 6. If, during installation the contractor encounters any Results Witnessed By. WAIVER (per BARNSTABLE B.O.H.) soil conditions or site conditions that are different EXCAVATOR: CAPEWIDE ENTERPRISES from those shown on the soil log or in our design Percolation Rate: Less 3 MPI 0 60" installation must halt & immediate notification be PROJECT BENCH MARK made to Carmen E. Shay - Environmental Services, Inc. -- TOP OF FOUNDATION Test Hole Test Hole ELEV. 100.00 Assumed 7. No vehicle or heavy machinery shall drive over the = NO. 1 No. 2 (Assumed) septic system unless noted as H-20 septic components. DEPTH SOILS ELEV. DEPTH SOILS ELEV. 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. 0 99.00 0 99.00 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. Amy Loom 10. All solid piping, tees & fittings shall be 4" diameter 0 Sand sand _ �'�� LOT #153 Schedule 40 NSF PVC pipes with water tight joints. 10 Y 3/2 10 Y 3/2 00 ra I 11. Municipal Water is Connected to The Residence and Abutting 0"-a. A 98.50 0"-8" A 98.50 i 9• �� Properties Within 150 Feet. Loom Loamy 9 Son Son , �' O THE PROPERTY LINES ARE APPROXIMATE AND 10 YR 3/6 10 YR 5/6 ��' -�� �• COMPILED FROM THE SURVEY PLAN GENERATED BY 6"- 30" Be 97.50 8•- 28" B• 97.75 ^y i ,� GERALD A. MERCER, LAND SURVEYOR, ENTITLED Silt 51 t1 I ll 1l i "SUBDIVISION PLAN OF LAND IN CENTERVILLE, MA, Loom w/aobbles �1 j �'' 1 i�/VENT PIPE DATED FEBRUARY, 1958 and (PLAN BOOK 150, PAGE 118) 2.3 Y 6/6 13 Y e/e & THE DEED DESCRIPTION ( CERT. C77515) 30"-56" G 94.33 26'-sa• c, 9a.25 W Q II �� EXISTING SCH 40 PVC 30 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN M Sand ne 3 \� I �' \� GARAGE � THE SEPTIC SYSTEM INSTALLATION. Mod.-Fine w/Cobbles Son d LA- _ 2.3 Y 7/4 w/Cobbles �' / ASPHALT 30'-158 C, 88. I DRIVEWA�- i t TT• EXISTING CESSSPOOLS TO BE PUMPED OUT AND FILLED IN PLACE 28'-156 Ct 86. I- I TEST HOLE #1 ELEV.= 99.00 NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 4n,; FROM THE EXISTING CESSPOOLS TO BE DISPOSED I WpTE I l OF AS PER BOARD OF HEALTH SPECIFICATIONS. O r9 I", _-OUN1GI ,� �,I1 6'• h } TEST HOLE 2 NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY `~ o ��� i EXISTING D-Box Sy`^�_� \ / I II ll O ELEV.- 99.00 2 BEDROOM ASSESSORS MAP 252, LOT 034 r Yr I i ll coo 14 HOUSELEGEND I CIO Pere #1 I i 11 � 6 #231 /'/ 104X1 DENOTES PROPOSED Depth to Perc: 60" to 78" I I i1 Foiled ; SPOT GRADE Perc Rate= Groundwater Not Observed i 11 � Cesspool II I ------'---- - ,O X104,46 DENOTES EX ISTING No Observed ESHWT i _ "_-O SPOT GRADE ADJUSTED H2O Elev. None 10s PL PROPERTY LINE LOT # 152 ��000GALLLON TA Failed it 12,500 square Feet +�- 0, ,Cesspool - - -96P PROPOSED CONTOUR -97 EXISTING CONTOUR TYPICAL 1500 GALLON SEPTIC TANK I I I DEEP TEST HOLE & `�\i i ; '�' Fails '' � �1 ' 0 PERCOLATION TEST LOCATION NOT TO SCALE ;�\ ll +\\ " /Cpsspoo! -' (� O OF �P .----. 6 FOOT STOCKADE FENCE 3-24• DIAM. ACCESS MANHOLES I Ill \\ \ �. _'' ' y 0 10' -e• I I 1 �O ---- i' ! F0 e -: 'ate t' -. -.t I lam. I PL0 ► P EA INLETILET f -MTIZT THE ACCESS COVERS FOR THE SEPTIC TANK, 9z-� OF F PROPOSED SEPTIC SYSTEM UPGRADE DISTRIBUTION BOX AND LEACHING COMPONENT I PREPARED FOR ,,r:T�,w -,z � �',,'•T � ��� SHALL BE RAISED TO WITHIN 6' OF FINISHED GRA STEELE. M R S . M A R C I A M I D W O O D REINFORCED PRECAST CONCRETE INSTALL TUF-T1TE GAS BAFFLES OR EQUALS � ' PLAN VIEW ON ALL OUTLET TEE ENDS ��_���\' AT #88 HUCKINS NECK ROAD 3-24- RE).aYABI! CC,M CENTERVILLE, MA Design Calculations 7;1 .. �r"° s� PREPARED BY: aearanae Number of Bedrooms: 2 Equivalent to 220 Gol./Day (330 Gal./Day Min. per Title V) �y INLET mw,_T_12• min. Inlet to outlet Garbage Grinder: No ��� C Rl E CAR�Ll�'N �' ,SHA Y 10,mti U�T.vei-r OUTLET Garbage Capacity Proposed: 330 Gal./Day Minimum (Min. Per Title V) SF - e 'IT s• -r --- L y _r Septic Tank - 2 x 330 Gal./Day - 660 USE NEW 1,500 GAL. �,-ptic Tank. 0 20 40 50 H, ENVIRONMENTAL SERVICES, INC. S 4�-W min. SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch 0. �g °'e"' �"b d'pa Bottom Area: 0.74 gal/sq. ft. x 300sq. ft. - 222.00 gallons �' P.O. BOX 627 • Sidewall Area: 0.74 gal./sq. ft. x 148 sq. ft. - 109.50 gallons sT�R EAST FALMOUTH MA 02536 Providing: - 331.50 gallons StiNITAR�Pe ' 1 - SCALE: 1 "=20' TEL/FAX : 508-539-7966 3' -°' Use: (2) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, CROSS SECTION END-SECTION TO BE USED WITH 3.5' OF WASHED STONE ON THE SIDES AND SCALE: 1 "=20' DRAWN BY: CES DATE: AUGUST 5, 2005 4' OF WASHED STONE ON THE ENDS. PROJECT#SD784 FILENAME: SD784PP.DWG SHEET 1 OF 1