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Home My WebLink About0017 MOUNTAIN ASH ROAD - Health 17 Mountain Ash toad Marstons Mills A = 123 021 i v i TOWN OF BARNSTABLE ' LOCATION SEWAGE # '->OD3—t5 �I. AGF-, ASSESSO MAP & LOT INSTALLER'S NAME&PHONE NO SEPTIC TANK CAPACITY '�Ulzi LOnD LEACHING FACILITY: (type) �tr� ��O nr (size) y(o i Ol NO.OF BEDROOMS BUILDER OR OWNER VF_N is V_ PERMIT DATE: `13 COMPLIANCE DATE: `7 'l 03 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 ;, �� ( cs e . � .. r _ � 6 L/ 0 , , low �a �r � �v ,�,�a� � a� z TOWN OF BiRNST L SEWAGE # LOCATION j VILLAGE ASSESSO ' MAP.& LOT t 3 Z INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY �ZL� Sal 1 LEACHING FACILITY: (type) �`*_� ° �� (size) NO.OF BEDROOMS BUILDER OR OWNER PERMIT DATE: q`L _0 3 COMPLIANCE DATE: - ' —�� 0 3 I Separation Distance Between the: �3 Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility i Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by i�► 0 e I 1 . �r �d O �a s a � ?I No.f►+��3-1`13 FEE COMMO WEAU14 ®F MASSAC14USETTS Board of Health, n e o , MA. APPLICATION FOP, DISPOSAL SYSUM CONSTRUCTION PERMIT Application for a Permit to Construct( ) RepairXupgrade( ) Abandon( ) - ❑Complete System Xndividual Components Location �, �, Owner's Name Map/Parcel# MAP M•M��iS Address Lot# Telephone# Installer's Name Designer's Name` . S Address ` rb<M Address ;L A Telephone# Telephone# Type of Building f:�?QZS j_ (@� C�� Lot Size sq.-ft/. Dwelling-No.of Bedrooms �L� - (11l/V— (! c�L,' Garbage grinder 4 Other-Type of Building �,In 6� No.of persons T Showers ( ),Cafeteria (`) Other Fixtures T Design Flow (min.required) Art gpd Calculated design f1ow 'l�� Design ow provided gpd Plan: Date Number of sheets 1 Revision Date Title c ``-- Description of Soil(s) A-b Cu i Soil Evaluator Form No. Name of Soil Evaluato4AP� &AY Date of Evaluation DESCRIPTION OF REPAIRS OR ALTERATIONS —',o � C« t7t�^, F ko-p, INSTAL DESIGNING ENGINEER MUST SUPERVISE efw The unkfrsigned agrees to install the above described Individual Sewage Disposal System in.V& ►,�f td further a' es to o to place em in o eration until a Certificate oCo ance hasehl�t STRICT Signed t Date o 3 � 1'`i nspections "" SUNo. 3. FEE f Board of Health, :�.r(1 MA. APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( ) Repair U pgrade( ) Abandon( - ❑Complete System>1ndividual Components Location h,.`. , G:�tl AS d r Owner's Name P cbic �C ..��.�•, -Map/Parcel# MAP �3 _1P_nQ1 M M��rS Address j'A Lot# (0 Telephone# -' Installer's Name lJ� S c "C U 1C"19 Designer's Name � jm, � Address , C M "A AddressA Telephone# t� -(�t�g-S?�`� Telephone# Type of Building r^ Cy��Q�"t'tC\;� Lot Size ra[y.�83 sq.ft.. Dwelling-No.of Bedrooms �t�t1Q. �'qr' 1 Garbage grinder (JA � Other-Type of Building t1 n[1 Q No.of persons T Showers ( ),Cafeteria ( ) Other Fixtures /l� („TT7� Design Flow(min. quiredtt) "[ gpd` Calculated design flow Design flow provided y��.s gpd Plan: Date 1 'a F Number of sheets Revision Date �w Title Description of Soil(s) 1 Ab Soil Evaluator Form No. "`� �,� Name of Soil Evaluator(?AP.MKf'3-3 &44y Date of Evaluation /4-1 � DESCRIPTION OF REPAIRS.OR ALTERATIONS '" --�cC3 Ca'TCCa Cyr 'ai�il�cl,QZc` "i:7,c7.(`a The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a es to not to place th.sysftem in operation until a Certificate o Co ante has been issued by the Board of Health. Signed ��/ I ( Date V//, A r;r.v i t Inspections - _ _ Y2•';.� !�*.�� =+�T--_-'`�...'r'.3 ..� _ - _-1�.�-_ ___ _ 2.' ry._ :-fix..:=_-_.... No. LGG' t,5 3 FEE Sv COMM®NWWT14 �OF MASS ��US ETTS Board of Health, e-/Lnn /l MA. �. p I�IJ Individual Component(s)��0 C��t®� COMPLIANCE Description of Work: pSystem The,under igned hereby certify that the Sewage Disposal System; Constructed ( ),RepairedX,Upgraded ( ),Abandoned ( ) by:4 j I ll("I i _1 n at /11 l mil-10 !y r , S s has been installed in accordance with the pro f'sio s of 310 CMR 15.00 (Title 5) and the approved,design plan s%as built plans relating to application S1o.2 00 3- f a,i dated `1 1('(�V? . Approved Design Flow, ' (gpd) / r Installer =� // /{ Designer: V V Inspector: / Date: The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. FEE J U C'®MMONWIALTR ®F SSAC14 SETTS Board of Health, m L` ;. , MA. ➢ ISPOSAL SYSTEM[ CONSTRUCTION PERMIT Permission is hereby granted to; Co tr(uct( ) Repair Upgrade( ) Abandon( ) an individual sewage disposal system at / / ,(n �/�] SJ7 J /�J as described in the application for Disposal System Construction Permit No. 2 eX-3-1 S.7 ,dated 41 e f t1 a. Provided: Construction shall be completed within three years of the date of this permit. All local fonditions must be met. Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date y l/`1/fi 3 Board of Health CARMEN E. SHAY (508)-548-0796 ENVIRONMENTAL SERVICES, INC. P.O. Box 627,East Falmouth,MA 02536 April 15, 2003 RE: Certification of Title V Septic System Installation: Residential.Property— 17 Mountain Ash Road, Marston Mills, MA Dear Sir or Madam: On April 11, 2003, Roger Roberts, Inc. was issued a permit to install a Title V Septic System at 17 Mountain Ash Road, Marston Mills,MA, based on a design drawn by Shay Environmental Services, dated, April 8, 2003. XX 1 Certify That The Septic System Referenced Was Installed Substantially According to the Plan I Certify That the Referenced Above. Septic System Was Installed With Changes but in Accordance With State and Local Regulations, Revisions or As-Built Plans/Sketch will Follow. The Septic System Was Not Installed Per State and Local Regulations and Corrective Action is Required. If you have any questions, please do not hesitate to call the undersigned at (508)-548-0796. Sincerely, CARMEN E. SHA Y ENVIRONMENTAL SERVICES,INC. �yjtl OF 4t q.3 CARMEN E. ° SNAY 181 . 'enE. Shay, R.S., President gNITAR ;� Siep- 20-01 13 :52 BARNSTABLE HEALTH OEPT 5087906304 N • u� :\OTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. PERCOLATION 'T'EST AND SOIL EVALUATION EXEMPTION FORM Y hereby certify that the engineered plan signed by me concerning the property located at C� _B-Mt\Is meets all of the icCow;no ::n(ena • This failed system is connected to a residential dwelling only. There are no .ommtr:ial or business uses associated with the dwelling. • -f' .e soil is c ass( ed as CLASS l and the percolation rate is less (han or equal co -ri:nu('s der inch. i'he applicant may use histoncal data to conclude th)s fac: or may :onduc( ire:tm(r,a.ry tests ac the site without a health agent present. • There .s no increase to !low and/or change in use proposed • There are no variances requested or needed. • The bottom of the proposed leaching facility will not be located less than fourteen aoove the maximum adjusted groundwater table elevation. )Adjust the oundwater cable using the Frimp(or method when applicable) Please complete the fotlowing-. ,41 "fop of Ground! Surface Elevation (using GIS informati o n) 6' cd;uscmenc for 'high G.W.._- T �_, >'TT-F R,Ei�, F 6 ETV✓EEt\t and B 5.9 D S'(,VED DATE: it _ .___.----------.._. _— NOTICE i Dose ()n (nz move .r.formation, z reoair perrrut wil! be issued for 5edr^oms ^2 .tfr.ur. `- iddi(ional bedrooms are authorized to the future without engineered LE!c iy:te-n plans. __---- r.:un!r,:Oci pucc..tm;) C L 1 Permit Number: Date: Completed by: HIGH GROUND-WATER LEVEL COMPUTATION Site Location: Lot No. Owner: KE:N n1ZTyl� Mc( ,�Ck Address: F}MF Contractor: -6 yAwe Address: X Notes: 0;a s 3� STEP 1 Measure depth to water table b �� tonearest 1/10 ft. .............................................................................. .Date month/day/Year STEP 2 Using Water-Level Range Zone and Index Well Map locate site and determine: OAppropriate index well.................................................... 5 OB Water level range zone ..................................................... STEP 3 Using monthly report "Current Water Resources Conditions" determine current depth to water level for index well ........................... 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 .....................................•........:........................................... STEP 5 Estimate depth to high water by subtracting the water- level adjustment (STEP 4) from measured depth to water L} oZ 1 levelat site (STEP 1) ..................................................:...•....•.................•............................... Figure 13.--Reproducible computation form. ' 15 : . Cape Cod Comrriission:-USGS Well Data - March 2003 Page 1 of 2 United States Geological Survey Observation Wells As a service to Cape officials, engineers and other interested parties, the Cape Cod Commission publishes monthly groundwater data gathered by its Water Resources Office. The water level measurements shown below are taken monthly from United States Geological Survey (USGS) observation wells and compiled during the last week of each month. They are published as soon as possible thereafter. Listed below are nine out of the 61 wells measured across Cape Cod by the Commission's Water Resources Office. These nine are employed as index wells to be used with Technical Bulletin 92-001 to predict high groundwater levels. For your convenience, we've also provided links to USGS national and state data. See the last column in the table and the footnotes below. For further information, please contact Hydrologist Gabrielle_Belfit at the Commission offices (508-362- 3828). March 2003 UsGs Site Water Record Record Departure from `umber' Location Well No. Level* High* Low* Average** (links to I.JSGS Monthly Overall national water-level database) Barnstable A�� 22.3 20.5 26.6 0.8 1.4 41395607.01643_01 Barnstable AW �4.8 20.5 28.6 -0.5 -0.2 4141540701.65001 Brewster BMW 21 1 1.6 6.9 13.6 -1.4 -1.4 41451807002001 Chatham CGW138 22.6 20.9 26.6 1.0 1.4 41410007001_.1101 Mashpee M]W 29 7.I 5.6 10.0 0.9 1.4 413525070291904 Sandwich S�W 46.8 45.9 48.2 0.3 0.5 4144180701-41601_ Sandwich SDW 52.1 45:8 55.1 -2.1 -2.0 414124070265901 Truro TSW 89 1 1.3 10.2 13.0 0.4 0.8 42020607004590.1 Wellf7eet WNW 17 9.7 7.3 12.8 0.4 0.7 415353069585401 http://wvw.capecodcommission.org/weIIs.htm 4/3/2003 LOCATION f� SEWAGE PERMIT NO. VILLAGE , im 044es7'� r INSTA LLER'S NAME i ADDRESS N e UILDE R OR OWNER DATE PERMIT ISSUED .3 DATE COMPLIANCE ISSUED 6 l7avS F a 'S r ►�.r Fxs. r ,.r THE COMMONWEALTH OMASSACHUSETTS BOARD OF HEALTH .... .. .........'.....OF....... AVV iratinn for Biivuual 1vorkii Tun,itrurtiun Permit Application is hereby made for a Permit to Construct Ql� or Repair ( ) an Individual Sewage Disposal System at l - 41 -. ,............... ............._----•-............ LocatiowyAddress or Lot No. ............ ... Address Ow ......_...--•................... Installer Address d Type of Building Size Lot._�L__0 d9 K.__._Sq. feet U Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garage Grinderp�, �, .. PLIOther—Type of Building No. of persons............................ Showers — Cafeteria p' Other fixtures ................ ........... . WDesign Flow............ .....................gallons per person per day. Total daily flow-----a.,1V............................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..: 7!0....sq. ft. z Other Distribution box (x) Dosing tank ( ) A � ' � Percolation Test Results Performed by, ...... .`�✓�.t�.� - -.IF ...... Date.......c�_/.t_S.-I ___..._--_-- --- s ,aa Test Pit No. 1....... -:__._minutes per inch Depth of Test Pit------J.-l-..... Depth to ground water....//................. Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ PG •-----•------------------------------------•--•----•-.......---••---..........................----••......................................................... 0 Description of Soil------............... -------------------- cx.> .................................... � �d� W, V Nature of Repairs or. Alterations—Answer when applicable......................................... .................................................... `- ... lar u :.?.ram. -- .... : ---------------------------------------- Agreement: The imdersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITL% 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate-of Compliance has beenFis?, ue by the board VOLIth. Signed.- - .......... . -- ,. 'I✓7.1.t~ '-%............ ................................ Date Application Approved By........... .. •-•--• ...... >.D�.�............. ate Application Disapproved for the following reaso :......... . ... '----_---.---------------------.--_---.--------------.------------------------._ Date PermitNo................................ -------------•------- Issued....................................................... Date l FEs... ..�� • _ \�`3 'y THE COMMONWEALTH OF MASSACHUSE+'rS BOARD OF HEALTH ......:............__...................OF......................................................................................... t lutttiun for Uiupuial Workii Tunitrnrttun Famit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..........--••----•-•----•---•------•-•----••-•-•----- ------------------------••----------- ......._....._.......-•---.....---...------.....•-•_._...-----•--------........---------------•• Locatiga.,Address - or Lot No. t /l E... - .... ......... Ow , 4 Address a •---.-..-._.- •--'.-----•........... ....... ...ta.•�-s,°s-vi�.V"" •-----------------•-------• -Address Address UType of Building Size Lot................ q. feet U Dwelling—No. of Bedrooms.............................. ...........Expansion Attic ( ) Garbage Grinder aOther—Type of Building ............................ No, of persons............................ Showers ( ) — Cafeteria ) PI 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 t' ) Dosing tank ( ) '~ Percolation Test Results Performed bY.......................................................................... Date........................................ Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water......................... Gz, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to gr;-Ohd water........................ 04 •---•••-••--------------•----••-•-••••••--••---•--•--•.......-••-----••••-•......---••••----•--•---..._......_.............••---•..........--••--..:.......•. 0 Description of Soil-------------- -------------------------------------------------••-------.....----------------------------•-------------.....----------------------..._..------------- x W . U Nature of Repairs or Alterations—Answer when applicable..........................................;.w---------_--_---_------_--.__------•----•-•-------. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLi, 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee e y the board f alth. Signed � ` . ................................ Date Application Approved BY............. , ✓'. ........................••- ,,% ;/�. ......._.._. Date Application Disapproved for the following reaso :__.._..... Date PermitNo................................ ....................... Issued....................................................... Date « L THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF............................. .................. Trrtif irtt#r of Tuutpliatta THIS IS TO CERT Y, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by......................... -.---------•-------•--- nstaller -�y,., at........... .. a '..... -= --------------''�'`_at..-?ne'a....................................................... has been installed in accordance with the provisions of TITLE 5 of Th State Sanitary Code as described in the application for Disposal Works Construction Permit No-----,�- _ s.41.... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONST UED AS A GUARANTEE THAT THE SYSTEM WIL FUNCTION SATISFACTORY. DATE-------------- ' ....._..--•--•-------••--•---...-- Inspector ---L.W.-114Z..) THE COMMONWEALTH OF MASSACHUSETTS �4 BOARD OF HEALTH 3_ 5le10 0 �TO. ..................... FEE...7................. Diuposat Workii Tunu#rttr#iun rrutit e Permission is hereby granted..................................... '1po... ---•••-•••••••••--•-••-••-•-••••••••---•••••-••••................................ to Constructr Repair ( ) an Indivi al Sewage Di poste System l atNo......... _.�'�L"�---------- .... .2`---- .......................................... Street as shown on the application for Disposal Works Construction Permit No..................... Dated........................................... ..... Board of Health DATE .......................... .... ..... -' .d FORM 1255 A. M. SULKIN, INC.-BOSTON r �r E I i I � . .......................................................... PJFCOM6ER I Z"Pov , M. /�f/•Go/•/B�/7 M•+cvt.+e� /�NORCIV I I AGO/•'/pLR I i L/• Yt a ,•.twi /wrct ^ t/1.7t - •I-^ - Nei' Fi i-+ _ /J0.00 0 ptre/ •.+ /.t e0 �t /e'er' •af' rJf - 7J.76 , •t 5o 'K i t 0 I 12 a: 8 o 247[0 Sf. !. 1 S.Jc -,v y0,0.70 Sf. ` gq4/4 i!. 4 p7,OS/AlF ° ss.sr— >v e �j Wr� - MO uti'T.4/N- ASH � /3 M ti oo - /JzsJ �o tb�- +- •e .- V /a. a {✓L�1 ° (j /B —577'Js,Z7 ..1` �( �w � h� � r a w N •Z• r J •[ ` 1•• _ .,/y j� oD ors 70 3 - t 47 ° � •3 ^o f/ � I 60 n 1 /6 04 e i y 1qF , /na [+'O� l PLa nloUeG I:UM1 R�M1P' L..a• 1.t .. 1 i• ,,,••.ir:t S' !Lr<fb1S1GCd CGt1F ,5l" GLC— FAM11_Y :5 BCOR0oM �. ii ►JD GARBAGE• 612AN10E.2 D/a1Ly FL ow .: Ilo x 3 = ?3o G t o II SEPTIC' -r.A►jK =;330x 15o% r/ 9 J G.p i U51=- l000 GAL. _ o15Po5nL PIT V5E 1000 GAL. S�DcvJA�L Ac2.Ct�• = I�o S.F � /01,�- � 9 c��,,�/ i 50TTOM AREA= 50 S.F.- x I• o50 -TOTAL DESIGN : .425 G.PD. �, /v• v -roTAL pA I LY FL-ov! = 330 G•PP Ij PE2CoLATIow RATE : 1"IN 2MIN oP--La55 �,s,• yw ° �jrf S 99•' N weu, Yl . h G A L A N ��\� �l0 3•en,p AY RIGHARD o JONES 40 ` Tat tr c 1 � TE`� �/� ZD/Z •: �G• � /�Z 0\ �y TOP fNPAl '' Hat•. G/�s/�3 ��: _ /oZ.o � ��'s^�F .coLIS w .SG,c3SaiL._ ' p 1>ST• I N�• .o.�. /00.$ ./ ' 'I S6P71� "i opo INS• TA►�!� r,�`� , k 6.P�i✓ L y// I0O'0 1 L� 7l'_ACc514T . LEAG}1 I• INY NY. • Can PIT l c L FA Al s.�,✓�y WASUGD �j ?j GaZTIFIGD PLOT PI.A►� /Z 'Ala 90 .o PROFILE- LoC4'tloN /YfA�!Toit/S /�/GL I, t,40 SCALE SCALE i p.� - q e, , -�/1 3 Ir 6 RE N C, 1 CERTIFY -TNAT T%4F-- oS� IKE, SNoWN NEREo 1J GOMPI..` 6 YJITN T Ha S I V>6LIN ,/-0-7- /e,- A1.1� SETe.GK 26G?v12EMENT� oF 'C1�� Z.S( pG. /.3 -To W N O� C3A�96Ta$LG A N-0 1 S Q0 t -3 LOGPTED •WITNIW T E FLOOD PLC,iI 4 DATe � BAXTE2e p.!`(E INC- I �! Tla►5•PL�ti IS NET f3n5�c� ab AN vsT'EQ.vll-LE - µAss. IN5-rR.uM�NT S�2.v�`( � -rNE �FF56T5 Suou� No-T DE v5EDTG De-T (�I^Itil� o"r" 1-INES APPLICA►�'r S �,�L,Qi1/,� Co.�/NC, 'SECTION A --A `y �CIXI_00-- R 1' = 2000'10' min. from . PIP ARE TO BE 4" SCHEDULE 40 P.V.C. ALL ounET apes near T„Ehuse to septic tank ' ALL ES PROFILE VIER OF ADDITION TO LEACHING SYSTEM SET�LLFFORRAAT LLEAASSTS2 FT_ CONCRETE COVER >J�d Existing Foundation septic`torw covers must be 3' 01 1/8` - 1/2' Washed Peoston within 6 in. of finished 9rode • fxode eva Septk Tonle - 99.1x) Groft-o,wr 0 Sm - 97.50 ode oar SAS-99.00 3/4`..t0 1 1/2 washed Crushed Stone ,��- .. 3 - S•ounET '•�Y- •.: .�.,- y - y Mt. Ash Road /' .� KNoaoUTs — `\t ,ss• ,r INLET � SITE o `e d OUTLET , 31E k `A f S 0-02 3 HOLE M-10 -., 6' pry WST. BOX 3' Mo:muru Coax Top of SAS - Elev. .96.25 r " ...•` <•, {-- _+ 2 $ ' p Ross In L EXISTING- 5.0-01 or Greater tSS' 4' - SCH- 40 Te / to Exi". PIPE `~^ t3' $ 1,000 GAL. S- 0.01' per foot _ fil ll FROM EXIST. FOl1NDATlDf txl SEPTIC TANK n 4O' Elfective Depth t7S `ef O o H-10 n units e 6` _ 42 PLAN SECTION CROSS-SECTION oy g 1' j 3" 3' Weathery ne CONCRETE FLOU. FOt1NDA b > N r c � o I 2` " 3 HOLE H-10 DISTRIBUTION BOX SYSTEM PROFILE 6 in.of 3/4--1 1/2 a ,� rn rn -48' > compocted stone ib u 9 n Effective Length NOT TO SCALE LOCUS MAP n Not to Scale S a a ; M A f 41) 4' 4' > 2.5 o SOIL ABSORPTION SYSTEM (SAS) 6 in.of 3/4•-1 1/2' 10' GENERAL NOTES compocte0 stone Effective Width O m CULTLC MODEL 125 (H-20 LOADING)/ SHOREY' PRECASTS I. Contractor is responsible'for Digsofe notification J@sitsrO_pf_Ifattl�s-f_EIeT-ASS?--_-__. (OR E)UIVALENT) Not to Scale and protection of all underground utilities and pipes. NOTE: OVERALL HEIGHT OF INFILTRATOR IS 18 /EFFECTIVE HEIGHT IS 12" 2. The septic tank and distribution box sholl be set level on 6" of 3/4"-1 1/2" stone. ✓; 3. Bockfill should be clean sond or grovel with no stones over 3" in size. _ 99 4. This system is subject to inspection during installation by Carmen E. Shay - Environmental Services, Inc. UNDEVELOPED LAND N 19d 25' 07" W 5. The contractor shall instoll this system in accordance P E R C 0 LAT I 0 N TEST 'r with Title V of the Massachusetts state code, the approved pion 124.88' r� and Local Regulations. r f 6. If, during installation the contractor encounters any Dote of Percolation Test: APRIL 7, 2003 ;' soil conditions or.site conditions that are different Test Performed By. CARMEN E. SHAY, R.S., CS.E. Results Witnessed By. WAIVER ( per Barnstable B.O.H.) � { TEST HOLE #1 from those shown on the soil log or in our design =•. installation must halt & immediate notification be Excavator. ROBERTS SEPTIC SERVICE f .�;:•,�•,, ELEV,= 99.15 . y- mode to Carmen E. Shay - Environmental Services, Inc. Percolation Rote: Less Than 2 MPI "�` + ,, ,; - a. • Failed =te•• 7. No vehicle or heavy machinery sholl drive over the .,_s,•., �y, Leach Pit vY Y septic system unless noted as H-20 septic components. 1 • L;•:., 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. Test Hole `� 9. All Distribution Lines sholl be 4" diameter Schedule 40 NSF PVC pipes. : No. 1 ` �;�, • 10, All solid piping, tees & fittings shall be 4" diameter DEPTH SOILS ELEV. 10.5' Schedule 40 NSF PVC pipes with water tight joints. 0CID 99.15 e•\\ z Fyn• T._ Loamy --Box f•,,1 ;: 11. Municipal Water is Connected to SOME OF The Residence and Abutting, Sand ,, ---99 Properties Within 150 Feet. ALL PRIVATE WELLS IDENTIFIED AS SHOWN.i 10 YR 3/2 ` R A, 98.40 M 3 3t" THE PROPERTY LINES ARE APPROXIMATE AND COMPILED FROM THE SURVEY PLAN GENERATED BY Loamy 0 BAXTER & NYE, OF OSTERVILLE MA I 'd c9d>� ENTITLED " CERTIFIED PLOT PLAN_OF #17 MOUNTAIN ASH RD., 8'- 39` 10 Br/6 95.90 \�� J� J MARSTON MILLS, MA", DATED JULY 15, 1984 0 0 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN Medium rr 1T SHOULD BE USED FOR NO PURPOSE OTHER THAN 2.5 Y 6/6 4 THE SEPTIC SYSTEM INSTALLATION. 39"- 144 87 t2 �� h -s EXIST. 1900 qol LOT # 15 EXISTING LEACH PIT TO BE PUMPED & FILLED IN PLACE. f � f � Septic Tonle I LOT # 1 �� NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE PRIVATE WELL IS OVER 150' FROM FROM THE EXISTING LEACH PIT TO BE DISPOSED E _ _�..-... ,; -..�_... FA AR F-H _ SPECIFICATIONS. -�.�._ _ .. . .:. .;-. _ _,� � �� ,._ __ -- O S .PER A0 D O EALTH DECK PROPOSED SAS AND IS LOCATED IN Perc lye RIGHT FRONT CORNER OF PROPERTY Depth to Perc: 42" to 60" `� LEGEND Perc Rote= Less Tho 2 MPI 0% �\ ` Groundwater Not Observed �J1SE `� EXISTING No Observed ESHWT - M�St NpWI CT `�� `, �`� BEDROOM 104X1 DENOTES PROPOSED ADJUSTED H2O Elev. - None G ZIFY 1 �__-_ HOUSE' $1GN1NG EHp CER p IN gTR \ .\ i , \ -- SPOT GRADE �NgtiLL. t1 M Wpg�NS'(P I r. #f 7 ,IHES`(Sleo' 10?Lw. o X 104.46 DENOTES EXISTING PCCORpA SPOT GRADE PL PROPERTY LINE ASPHALT �\ `\ DRIVEWAY I nl—�,� \ � + , �\ �a � PROJECT BENCH MARK ��,- PROPOSED CONTOUR TOP OF FOUNDATION ELEV. 100.00 (Assumed) - - - - - -97 EXISTING CONTOUR + ® DEEP TEST HOLE & 2-18• DIAM. ACCESS MANHOLES \ \` + LOT 161 - ' `�+ # o PERCOLATION TEST LOCATION t3 �` ; ; 20,034 Square Feet \ PRIVATE WELL 98 e--� 6 FOOT STOCKADE FENCE L = 52.20' .,\� t `7P.Z Pr PRIVA E WELL I ` i N\19d 25' 07" W 1\ a THE ACCESS COVERS FOR THE SEPTIC TANK, R 454.03' �! t9� INLET t DISTRIBUTION BOX AND LEACHING COMPONENT OU ET SET DEEPER THAN 6 INCHES BELOW FINISHED 9� PLOT PLAN GRADE SHALL BE RaSED TO MITHIN 6` OF FINISHED GRADE. ;•j — INSTALL TUF-TITE GAS BAFFLES OR EOUALS :•.-T'_.A* CIO U2VTAIN A s � oA � OF PROPOSED SEPTIC SYSTEM UPGRADE STEEL REINFORCED PRECAST CONCRETE (40 FOOT RIGHT OF WAY) PREPARED FOR PLAN VIEW MR . KENNETH McCORMICK 3-24" REMOVABLE COVERS� AT 3T=min. clearance # 17 MOUNTAIN ASH ROAD 8' min.T 2- min inlet to outlet ` ,3 INLET•T -• INLET L 'd level 6• mom. OUTLET . PROPOERTIES ACROSS THE' .STREET ARE CONNECTED TO A MUNICIPAL WATER SUPPLY MARSTO N MILLS , MA - s -�• ---- t--- S' -7• Design Calculations } E 4'-0` min. - 3o PREPARED BY: fia 6otp Liquid depth Number of Bedrooms: 4 Equivalent to 440 Gol./Day (440 Gol.,/Doy Min. per Title V) fy c4 Garbage Grinder: Nock. Pt: I11 L' s Leaching Capacity Proposed: 440 Gal./Day Minimum (Min. Per Title V) L . SHAY Septic Tank - 2 x 440 Gol./Doy = 880 USE Exist. 1,000 GAL Optic Tonk. 0 20 40 50 r.l S ENVIRONMENTAL SERVICES, INC. 8-o"•• 4 -10' ' SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch '' 0. 1 Bottom Area: 0.74 gal/sq. ft. x 480 sq. ft. = 355.2 golloni o CROSS SECTION END-SECTION Sidewoll Area: 0.74 gal./sq. ft. x 116 sq. ft. = 85.84 gallons ` "'a, `�ersT P.O. BOX 627 Providing: - 441.04 gallons a S4NIT9,R1��• * EAST FALMOUTH, MA 02536 �_ .• a, - TEL/FAX 508-548-0796 USE EXISTING 1000_ GALLON H- 10 SEPTIC TANK SCALE: 1 -20' Use: (7) CULTEC MODEL 135 UNITS, HAVING A 1' EFFECTIVE DEPTH, �. , TO BE USED WITH 4.0' OF WASHED STONE ON THE SIDES, AND 3'�OF:WASHED STONE SCALE: 1 =20 DRAWN BY: CES DATE: APRIL 10, ' 2003 NOT TO SCALE ON THE ENDS. NO STONE UNDER. ; PROJECT#SD41 1 FILENAME: SD41 1 PP.DWG SHEET 1 OF 1