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HomeMy WebLinkAbout0076 MISTIC DRIVE - Health 76 MISTIC.DRIVE Marstons Mills __ A = 079 038 TOWN OF BARNSTABLE LOCATION ; M '� SEWAGE# VILLAGEU; lI.I�ASSESSOR'S MAP&PARCEL _ INSTALLER'S NAME&PHONE NO. , SEPTIC TANK CAPACITY LEACHING FACILITY:(type) Jou j NO.OF BEDROOMS_`� OWNER S PERMIT DATE: . COMPLIANCE DATE: 3�:iZG vIC?;i Q Separation Distance Between the: yi/e +-tihaye- Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Pnrc r Private Water Supply Well and Leaching FacilityFeet site or within 200 feet of leaching facility �f any wells exist on Edge of Wetland and Leaching Facility(If any wetlands exist within Feet 300 feet of leaching facility) Feet FURNISHED BY � � I -7C I'rv�f t -YX, `12 t� f0lift i�ikY i il- f` l r 1 No. _ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Applitation for Misposaf *pstrm Construction permit Application for a Permit to Construct( ) Repair( 0/upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ri Owner's Name,Address,and Tel.No. Assessor's Map/Parcel ')¢_ 5011 it CA Installer's iName,Address,and Tel.No. Designer's Name,Address,and Tel.No. Type of Building: !0 i,z S-m Dwelling No.of Bedrooms Lot Size yG, sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons .• Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3:3p gpd Design flow provided '3 44� gpd Plan Date :3-,a:.3 0L0 AC) Number of sheets_I_ Revision Date Title Size of Septic Tank Buz Type of S.A.S. I ,Too Qa//W GAi �&Y w ® !' Description of Soil Nature of Repairs or Alterations(Answer when applicable) •iN;F /� Q n�c'r,;q t—box: &iI ¢ Isno Qc/.4— Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed %� - Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued 3 s�L 5—�- '° �;ti7�t+.�'€�.�.:..:L`,,rY' ,—.rr.f�i,r�.y'^v.,.. . ,'•,�„ ,+ _ •.�■��+£ f •���� � _ .. �.;. ,. C ,.;,,:4 _...r;�'�*'iruy4. �� �w".y'4�ct>,;y'�1,1•�.,,,,,;.� .'s.. ,r+``t"�'. v^ .r+",•p�:r...-r+f 'h_'F��'YG �'�.tT"^t-'^iw+'vim.�..! '�'"�f'�-.�.. y�y`�. No. f .�. Fee THE COMMONWF ALTH OF MASSACHUSETTS Entered in computer: 1/ i' Yes f' PUBLIC H ALT�t DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS plication'for IBisposat 6pstem Construction 3permit Application for a Permit to Construct( ) Repair(' Upgrade(") Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No 'aG A;,.S>`?( y¢ Owner's Name,Address,and Tel.No. Mvt5S M;P% ` Assessor's Map/Parcel 7cr. I� O�!i 71, Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �f nl�NC _,w-,7 So h► v r�..w /.tk�� ' Type of Building: 'TO �-1 g•70 Dwelling No.of Bedrooms Lot Size It's. '5s ) sq.ft. Garbage Grinder( ) Other Type of Building r''r,,V66t !d / No.of Persons- Showers( ) Cafeteria( ) Other Fixtures '" Design Flow(min.required) gpd Design,flow provided L gpd f Plan Date :�-..'3-00AC) Number of sheets Revision Date Title Size of Septic Tank J�;g Type of S.A.S. �,G/44 el �i f &a > /,_Cf(JF()r r Description of Soil Nature of Repairs or Alterations(Answer when applicable) .f 0(01) Q NteJ -�AY AM 6YU5 4 /�14 04WICK5 &J14A 141 516,4r Qs dqr Date last inspected: Agreement: fir. The undersigned agrees to ensure the construction and'maintenance of the afore described on-site sewage disposal system in } �L- accordance with the prov..isions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Comphance-has.been issued by this Board of-Health: _ + M Signe . ...r�-- Application Approved by �, Date 'Z S — Application Disapproved by Date for the following reasons w ` Permit No. d C1�' "I '� Date Issued ' THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance' THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(All' Upgraded( ) Abandoned( )by D A -Py s+ at /� A S i-r t V(t 0C A)a k jk-PVS 0 S has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 0�'bqZ- dated Installer il.� , ( � dut . Designer 4'�+a�s ►r�Trr 1�.1.;.r�i<n•r #bedrooms Approved design flow 42 7 ,n gpd The issuance of this permit shall not be construed as a guarantee that the systemtw'"ill fun5io as o esigned. Date Inspector � +-- ..." No c9 0 qL-p 6° 2- Fee a THE COMMONWEALTH OF MASSACHUSETTS , P.UBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �isvosaY 6pstem (tons tCULtion.3permtt Permission is hereby,,'granted to Construct('" ). Repair( •Upgrade( .") Abandon System located at 7t a /k� 9 - - z ' and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5fiand the following local provisions or special conditions. Provided:Construction must be completed witHiin three years of the date of this permit. Date 3 , � Approved by 6zI 1 . ..__- Town of Barnstable EINE T Regulatory Services Richard V. Scali,Interim Director * BARNSTABLE, - 9 MAC Public Health Division i639 ♦0 Thomas McKean,Director, 200 Main Street,Hyannis,MA 01601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: 3 OW Sewage Permit#a MA, Assessor's Map\Parcel 7Q'3� 'Fc,4-_c- r`1 C G vx+e7e Designer: ,,,t�e� n� W cre- 5 (vt( Installer: PA, �3cb,-. ^ (,h Address: i2 W, Cr /c/ P—a Address: `A-Sr On was issued a permit to install a (date) (installer) se tics stem at 7< M c 54-c p", M l kS P Y based on a design drawn by - (address) 15:�rlq;'n ze_rr",?y, l�Va�L(sr lk( dated (designer) L 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. Strip out (if required) was inspected and the soils were found satisfactory. 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. Strip out(if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was constructed in with the terms of the I\A approval letters (if.applicable) `H �y POVER (Installer's Signature) C►V1u No.35109 C tStE�� (Designer's Signature) (Affix Designe ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COM PLIANCE CE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION. THANK YOU. QP,Septicluesigner Certification Form Rev 8-14-13.doc Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The engineer did not supervise construction of the system.The installer assumes responsibility for all materials;workmanship;backfilling to specified grades with proper compaction and setting risers/covers as shown on the design plan. LOCATION SEWAGE. PERMIT NO. EIJ wlA�s-Fa�,s ' INSTA LL,ER'S NAME a ADDRESS vv1^c4 -�Nn3 �R U I L D E R OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED ��= r - t. s FIc$....sa THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ------� .<V...... OF.....7��tl.�7AAS.4.0 Appliration for Disposal Works Tonotrnrtinn ramit Application is hereby made for a Permit to Construct (>C) or Repair ( ) an Individual Sewage Disposal System at: .--••-----• -=.-. �......................... •----------------------•------•---••••-••..........-•--....-•- Loca'on-Add r or Lot No. goer Address 5�� ._ 11S.GlK. .................................... -•.............................•-- ................. -- Installer Address _ Type of Building Size Lot... !�f_as��......Sq. feet Dwelling—No. of Bedrooms........-3—3............................... Attic Wd) Garbage Grinder (VO) Other—W Type of Building g .044.14&W.......... No. of persons._..,.................. Showers (,I-) — Cafeteria (,lld) Otherfixtures ......V WE7-----------•------------------------------------------------------------------------------------•------•---------------•---- w Design Flow........ ........................gallons per person per day. Total daily flow---. 3_a.............................gallons. W Septic Tank—Liquid'capacity..JA allons Length__I a........ Width---LQ......... Diameter-----4--------- Depth....Eff..... _. x Disposal Trench—No.__/U E.. Width.................... Total Length.................... Total leaching area..,,,2.6..4-----sq. ft. Seepage Pit No.__Ak1 ..I°-.... Diameter____________________ Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box (K) Dosing tank ) aPercolation Test Results Performed by._. _ /! ..l°...__ f'L_y1. L _.�.. Date.- /,r��/Av--........ Test Pit No. 1----<-2 --minutes per Depth of Test Pit___-__.0 .. De tl ground water---�d/-(C_____. P P y------ P P4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water...----_-_--___--------_ 0 Description of Soil..O.---/.....1�?Av.... .-Su�.dal.- ....1-1 d._5..../1'L� .S,t dZl ..6—!&l-�._��_S :.1._5 -------------------------------------.......................................................... w UNature 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 L 1'1 114 5 of the Sta Sanitary Code—The undersigned further agrees not to place the system in o eration un ' a C tificatte of Co ance has been issued by the board of health. AJ aA Signed-•• • --•-. �j �•— D to Application Approved BY =...` t ---•----------------------- ? �S ..__..� 'Date Application Disapproved for the following reasons---------------••-----------••-----------------------------------------------•--•-----------••--------••---.... ..............•----....---............._......_.....---------........-•---•---------•--••--•---....--•--•._.....•----•---•---------•----•---•-•-----------------•----------...------------------...-•---- Permit No........._.A.S._..( .... - ..... Issued.......... ` 9 Date ..... Date ------------ FEz..... . . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Appliration for Disposal Works Tonotxttr#ion Prrmit Application is hereby made for a Permit to Construct (,%Z) or Repair ( ) an Individual Sewage Disposal System at: Loca ion-Address or Lot No. ............. : `... . . - ............................. a -� ................ ..........7---------------. f) .........................----------:.............--•............._. er Address _...-• ......•..-••-•••••...................... ---._.....•••••-••-•••--•......•----••.Installer Address dType of Building Size Lot._ j �, ............Sq. feet Dwelling—No. of Bedrooms...._._.5.........:.....................Expansion Attic (N�) Garbage Grinder aOther—Type of Building _ c ?e1.......... No. of persons... .................. Showers (d, — Cafeteria (.V.d) dOther fixtures ..... ----------------------•----------•.---••--••--•--••---••••-•---•-•---•-••--•-...........••••.......-••-••••...................•-•• Design Flow......--�-�-•--`-'-------------------- g P P P Y Y 2 a--- w .._______gallons per person per day. Total daily flow.__2___ _ _________________________gallons. Gd Septic Tank—Liquid*ca a,ci,tooy�-21 allons Length__ 0......... Width---6.......... Diameter.... ......... Depth....f......._. Disposal Trench—No._ �!!"E Width.................... Total Length.................... Total leaching area..a�?4_4,t.....sq. ft. Seepage Pit No..AM-�-_C..... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( -) DosinLtank ( )/ '—' Percolation Test Results Performed by.... � �1 t°�? _.. � t �1 t{4to :. Dat .... _ _ y a Test Pit No. 1...____:�._..minutes per inch Depth of est Pit-_______4'1K....__ Dept ground water•.....:. ... ....... G%, Test Pit No. 2................minutes per inch Depth of Test.Pit-------------------- Depth to ground water........................ P4 ......- f••---•• - ............... z.. - - - ----- D Description of Soil.O'- � '' � ur/� 1... � ._.._ � c 5 ''4 b -.6 re'e.- -•---- d' !�.. w .................................................... UNature 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 TIT 1,E 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 health Signed ---------'-r--"�-'�'i� --•---.............. Zt�e � Application Approved.By.__.,--- . :......Y---------------•--------------------------------• --- ---------- I Application Disapproved for the following reasons---------------------------------------------------------=---------------------------------•••----•--•-•••...--- -•------------------•------•-----•---•----------•-------------•--•------•-•------------..._._...-----------..........._..••-•----•-•------••----••••--•-•--•••=;--•-•--•------• ------------------- Date Permit No............. �----------- ................ Issued.--•-----.._...�--------------------- - �-�---- D THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ........A.(S � (...............OF......o2i `,��1............................................................ Tntifiratr of TontpliFanrr T�H4S I .TO ERXIFY. That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by...... ..... .........,� �i^ .._.........__._._._...------...__---------------------- --.....---.......---------.....-----------------.....-------•-•---------•------- Installer f at-- a-__. •--�----------------------------------------------------------•---•----------- has been installed in accordance with the provisions of TITLE r of The State Sanitary Code 11s described in the application for Disposal Works Construction Permit No......_�_-_�_. .-_C___ dated_.....__._.__ �-__ _ .. 'f......... THE ISSUANCE OF TI-I ji .CERTIFICATE SHALT. NOT BE CON TRUED AS A GUA NTEE HAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.-••_- a J ....................................... Inspector.......... " THE COMMONWEALTH OF MASSACHUSETTS ' � BOARD F HEALTH .................O F :.. ..........................••............ No. ...••-••___--•••- FEE......... Disposal Works Tons ion rrntit Permission is hereby granted.....\J..` ........ .......................................................... to Construct ( ) or Repair ) an Individual ewage Disposal System { ---------------------•-----••- Street as shown on the application for Disposal Works Construction_..Permit ~ ...... ._OR. . Dated......1-.. ........... . ...............I.._'......-----------------------------------------------------•-------•-----•--•----- DATE-------. ................................................. Board of Health FORM 1255 A. M. SULKIN, INC., BOSTON ' Z'D N�'Ij jz cC . Al ; I l ' na51 t Li �a -"r VVn 4 v ' n /00'3 4 ,0 0 � R o0 \ 4- t LoTG r KJ Q \ L v 7- L 0 7J S j 4� z. SD sF ` 2 20,v0 98 1 !.7%.. Tv A c, ORSE PNo.i�951 <� j'p FG/STEM �F\SSyONAL�G LEGEND ' EXISTING SPOT ELEVATION Ox0 :v;y''". '' CERTIFIED PLOT PLAN EXISTING CONTOUR --— 0 — — — �} A i� p r S MI5TI c D�I E FINISHED SPOT ELEVATION 0.0 E..r� Rc�H--1'f �;r:F, IVA �S -T0NS /VI/I-_LS FINISHED CONTOUR 0 ' ' "� . -- ---- -- - IN APPROVED BOARD of HEALTH aA Itkl S fA S 9,oill`.1 ASS* IST DATE AGENT - ��0 s1ie SCALE: / " =40 DATE :/1zt /k: LDREDGE ENGINEERING CO. IN CLIENT I CERTIFY THAT THE PROPOSED EGI$TERE REGISTERED JOB N0. 8'4 r' ( f BUILDING SHOWN ON THIS PLAN CIVIL LAND CONFORMS TO THE ZONING LAWS ENGINEER SURVEYOR DR.BY: A ' OF BARNSTABL , MASS. 7i2 MAIN STREET CH. BY: r l # H Y A N N I S, MASS. , /DA - -SHEET / OF E REG. LAND SURVEYOR IVOTL� /F E/TNER THESEPT/C TANk OR 20 FT. M//V. LEA'Chl!!YG P/T ARE MORE T/I A.,V /2"SAILOW /D FT M/N r'!eA OEM A 24'L7/A M E TER COlyC'R.FTLz CO iiER S}IALL BF 0A'04A6/y7* TO 4RAl;'E.CAN .EXTRA CONCRETE '� PYC P1PE I~iE.4VY CAST /,V0" SHALL BE USED vFRTF7 !F/N OR/VEJVA y ` it- CG/VCR1�'TE . _ p e!/N. 0 •,gpLe CO ER V � CL EAN S G AN A eACXF/L.L • LEVEL } ..:r•..:-' E L/Ql//D z LAYER SCllEa OL*40 d ;i PK'C'PIPE j 10 U C7. • •o o • WASHED SMNE MN/ .P/Tcl�l GAL. • . . • . •• • a SEPT/C TANKDIS7 • • • • ;'-; BOX v • • $ • • • •• • .•� • .. s° • • • DFPTjI • • • • i�V.45RA STOiVE 9.77: _ v • • • • ••11 s. o • `/70 . moo' � � . • • • • p78- �p PRECAST"ASO'! GE . 4 y o • • • • 1 • • • • a •• /NYZ'I t'7" CL EY.4T/D1V s �i T CA-R",CJ-r y /NYERT AT a!//LD/NG o FT ` r 6 Fr D/AM.. C�SFE W'WV :Ar)oN, /NLET .SEPTIC T�F/VK �7s FT, FT O/AJ►'!. OUTLET SEPTIC TANK 3 FT. GROUND I44TE/f TABLE /AILET DISTRIBUT/ON BOX 9 7•0 F7 SECT/ON OF OtlTZETDISTR/B.1/7YON Box 9G p FT. /IVLET LEA'CNl1vCr SEJ�V�4 �►E OISP4�S'�L .S�STE/ef -r..W 4LATIDlV LEACHING *40/T o�MENs/vN A_ �T D,ES/G/V Cft/TER/•� seieLE :. %� FT- NUMBER OF BEDROON/S 3 DI�9ENS/ON C 4 FT•M l^/ ` GAROAGE D/SPOSAL vIv/T ^�'` SOIL 1-007 Soll. TEST TOTAL E�'T/^lA7"-O FLOW 3 3 y GAL.1DAV SO/L TEST A/ SO/L. TESTlIf2 AlUMBER QF LFrACKlNT P/TS 99 6 RLtrY OATS or SOIL TEST S/OF L2'ACHING PER P/T !�� � FT. RESULTS IVlTNESS'ED A, R/3E 6� o,e� 607_T0M�SACAflNG PER P/T 1� SQ. -FT PERCOLAT/ON jeATF At/ LES5 IWAI•I/NCH 2� FEAeCOLATION RA7'E�'2 TOTAL L,EACH//VG AREA ESQ. FT Z, 0 RESERVE 4MACN/NG AREA SQ. FT. n=39-7 @-'6 o ass y- f�r�A V�Z-- Lc�7 S /�'1 i S T I c P � 1 QRSE cn S L� ` No.10951 O /¢ o 'P c t t//'l l l v �� 4PAW© .r�/JVAMV1 GCA &'Cl/I . 'o _fST�� �`` MC/J,s��l0 7t�.' MAIN Ski /IYANN/3,svONA� L S'5/VAGROv/ " O17�EhrEP 4$4411V 'TSAYS ...r..y....,-v..w.........wln..n . -ir_;.r -.t+..w........w..... ...!'...r .r .. rrr -7 --94-- EXISTING CONTOUR N x 90.98 EXISTING SPOT GRADE -W EXISTING WATER SVC. -G EXISTING GAS SERVICE Old Falmouth -U UNDERGROUND WIRES a Rd LOCUS TEST PIT BENCHMARK 03'20" S 79. 74 X 98.44 LEGEND 266' ,- M�9r' ri ass �o LOT 5 ; 46,250f S.F. LNOT OCUS SCALE MAP ED CATCH ASI 99.70 B RNoCHMARK . ' 9 EL.=98.92 1 cz 0_ r fl DECK N m . o fit` r �0 c� CL r 4 9 0 98.94 GARAGE �� �1 ea,e z GENERAL NOTES: 9B.59 :;r: ;,98.9 r N P r ..., N 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ;;::'!;` ;:'. ..: "; :•.. . ' Ln BOARD OF HEALTH AND THE DESIGN ENGINEER. O F 99.91 96.86'';": `.,s':_:,`•_:;,'. + 77 O,QO / _ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS AVED;-''-; ':' ' y _ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE T n too.is :DRIVEWAY: "' 92 EXISTING y LOCAL RULES AND REGULATIONS. 98'72 W HOUSE(#76) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR \ 99.12 r r TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE T.O.F.=99.6t i DESIGN ENGINEER. U 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ioo.19 ENGINEER BEFORE CONSTRUCTION CONTINUES. 9,26 G :•:: ,:: <r:<`• �� 01 \1 \ 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. r 23 r +98.83 r 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 98.62 �� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 99.61 .- h `� HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. Ny 9 �L .:• �100.80 rr '' ^' TP-1 ,) �` `� + 7. WATER SUPPLIED BY TOWN WATER SERVICE. 100.)0 �//. �__ +97`63 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. SPIKE - G X 96.90 �� ' .:W o: ;y..:: `:•• TP-2 i� i 9 • 7• +9960 `� �� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 100.36 <„rr j �� --� �? �� " ; -'J ' AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �-- '; " �`\•B. �G i - }8 \� `� \ DIRECTED BY THE APPROVING AUTHORITIES. 2 `- � +e8.5e J , G- ��a-6�f IFIw^ G `� G + 01:03 1�, 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY - _ __ 1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. TE � � 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS I IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 100.57 S 84'55'20" E I REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 253,54 J 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. EXISTING LEACH PIT 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND (FROM RECORD AS-BUILT) IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. TO BE PUMPED, FILLED EXISTING SEPTIC TANK OF ,{IqSsgcyG WITH SAND & ABANDONED (TO REMAIN) �� TOP OF TANK, EL.=970-t PARCEL ID: 79-38 o PETER T. �, INV.(OUT)=95.65f McENTEE PROPOSED SEPTIC SYSTEM UPGRADE PLAN CIVIL N No. 35109 76 MISTIC DRIVE, MARSTONS MILLS, MA 0264 fGI551E�`��� Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 Engineering by: SCALE DRAWN JOB. NO. OWNER OF RECORD SULLIVAN, FREDERICK J & JOANNE M TRS Engineering Works, Inc. N.T.S. P.T.M. 140-20 76 MISTIC DRIVE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. MARSTONS MILLS, MA 02648 (508) 477-5313 3/23/20 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.95.5 FOR A DISTANCE OF 15' AROUND THE EXISTING HOUSE EXISTING SEPTIC TANK PROPOSED D—BOX. PERIMETER OF THE S.A.S. G,gR,gG PROVIDE RISERS WITH COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. OUTLET MANHOLES SET TO 6" OG FINISH GRADE. INSTALL RISER & COVER OVER ONE CHAMBER AND PORCH SET TO 6" OF GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT T.O.F=99.60t F.G. EL.=99.2t F.G. EL.=98.9t F.G. EL.=98.9f F.G. EL.=98.9f ` L = 24' L = 5' S=1% (MIN.) p S=1% (MIN.) 2" LAYER OF 1/8" TO 1/2" 6; - 4'SCH40 PVC 4"SCH40 PVC DOUBLE WASHED STONE `L gyp•I as as (OR APPROVED FILTER FABRIC) pp 14" s 2' EFF. aBaaaaa i3 EXISTING 48" LIQUID DEPTH aaaaaaa --3/4" TO 1-1/2" DOUBLE !p LEVEL ADD GAS WASHED STONE O' PROPOSED 4' 4.8' 4' BAFFLE V.=95'.67 _80 INV.=95.50 NV.=95.65t EFFECTIVE WIDTH = 12.8' T y (VERIFY) 3 OUTLETS INV.= 95.00 I d EXISTING SEPTIC TANK H-20 ?-500 GALLON LEACHING CHAMBERS N Cn a H-10 RATED 3" LAYER OF 1/8" TO 1/2" 1 a j DOUBLE WASHED STONE NOTES: - (OR APPROVED FILTER FABRIC) 1 8 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE ease INVERTS, PRIOR TO INSTALLATION. aaaaa SEPTIC LAYOUT aaaaaaaaaaa 2) D-BOX SHALL BE SET LEVEL AND TRUE TO aaaaaaa0aaa GRADE ON A MECHANICALLY COMPACTED STAB 4' 2 x 8.5' = 17.0' 4' BASE OR SIX INCH AGGREGATE BASE, AS SPECIFIED IN 310 CMR 15.221(2). EFFECTIVE LENGTH = 25.0' 3) INSTALL INLET & OUTLET TEES AS REQUIRED: 4) A GAS BAFFLE SHALL BE INSTALLED ON OUT.. LEACHING SYSTEM SECTION " ®®®® 0 AS MANUFACTURED BY TUF-TITE, ZABEL OR E 3/4" TO 1-1/2 DOUBLE ®®®®®® ® ®®®® �� i WASHED STONE Of 33 N > ® jILE z ®�®®® ® ®®®® SOIL LOG 102" DESIGN CRITERIA EVALR ACH TOR PETER Mc ENTEE SE#1542 4" KNOCKOUT - iSS: DAVID STANTON R.S. HEALTH AGENT .NUMBER OF BEDROOMS: 3 BEDROOMS ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH 20" DIA. COVER SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 98.9 A 98.9 A 0 4" KNOCKOUT / 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN LOAMY SAND LOAMY SAND 10YR 4/2 10YR 4/2 0 DAILY FLOW: 330 GPD 98•4 B 6" 98.4 B 6" DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design 10YR 5/4 10YR 5/4 96.9 24" 96.9 24" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF C C 500 GALLON CAPACITY, H-10 LOADING .74 GPD/SF CHAMBERS EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D—BOX: 1 INLET, 1 OUTLET (MINIMUM), H-20 RATED N.T.S. MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/4 2.5Y 6/4 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 76 MISTIC DR, MARSTONS MILLS, MA 02648 SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Doug Brown BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 87.4 138" 87.4 138" Engineering by: SCALE DRAWN JOB. NO. 471.2 S.F. < / .( ), .#P397 /11/84 N.T.S. P.T.M. 140-20 TOTAL AREA:.............................................................. PERC RATE 2 MINININ SAND REF 9 12 Engineering Works, Inc. SOILS IN C" HORIZON ARE CONSISTANT WITH PERC 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 3/13/20 P.T.M. 2 Of 2 f� � �;� . � �� �, } ��� � . .j I � � `J ' �. i ,. I , � I s � �� ' f � � , � ° A r TO VENT NOTE: FIINISHEGRADE BREAKOUT,SHALLLNOT BE < EPROPOSED. . FOR A DISTANCE OF 15' AROUND THE / EXISTING HOUSE EXISTING SEPTIC TANK PROPOSED D-BOX, PERIMETER OF THE S.A.S.PROVIDE RISERS WITH COVERS OVER INLET & INSTALL RISER GARAGE & COVER PROPOSED S.A.S. OUTLET MANHOLES SET TO 6" OG FINISH GRADE. SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND PORCH T.O.F=99.60t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=99.2f F.G. EL.=98.9t F.G. EL.=98.9f F.G. EL.=98.9f owl L = 24' L = s' N S=1% (MIN.) p S=1% (MIN.) p 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" 6" DOUBLE WASHED STONE 1� I e aaa�aea (OR APPROVED FILTER FABRIC) ap 14" 2' EFF. aaaaaaa N aBaaaaa EXISTING 4s" uoulD DEPTH 4" T 1- S G 3/ 0 1/2" DOUBLE �o LEVEL ADD GAS PROPOSED 4' 4.8' 4' WASHED STONE ^O' BAFFLE V.=95.67 INV.=95.50 NV.=95.65t D_BOX EFFECTIVE WIDTH = 12.8' 3 OUTLETS N (VERIFY) H-20 INV.= 95.00 d EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERSSURROUNDED WITH STONE AS SHOWN N a H-10 RATED 3" LAYER OF 1/8" TO 1/2" 1 a #25.0"' OUBLE WASHED STONE NOTES: TOP CONC. ELEV.= 96.1 f APPROVED FILTER FABRIC) 1 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.= 95.50 ea INVERTS, PRIOR TO INSTALLATION. INV. ELEV.= 95.00 aaa SEPTIC LAYOUT 2) D-BOX SHALL BE SET LEVEL AND TRUE TO =1 BOTTOM ELEV.= 94.00GRADE ON A MECHANICALLY COMPACTED STABLE 4' 2 x 8.5' = 17BASE OR SIX INCH AGGREGATE BASE, AS 4' OF NATURALLY OCCURRING SPECIFIED IN 310CMR 15.221(2). PERVIOUS MATERIAL EFFECTIVE LENGTH = 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOTTOM OF TEST PIT, EL.=87.4 = 3/4" TO 1-1/2" DOUBLE WASHED STONE U U U U U U U U U U U 33" w ®UaUeUUU®U SEPTIC SYSTEM PROFILE N z a LO U U e e e e e e Ea SOIL LOG 102" DESIGN CRITERIA DATE: MARCH 10, 2020 (REF#TPT-20-35) SOIL EVALUATOR: PETER McENTEE SE#1542 4" KNOCKOUT WITNESS: DAVID STANTON R.S. HEALTH AGENT .NUMBER OF BEDROOMS: 3 BEDROOMS ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 20" DIA. COVER SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 98.9 A O 98.9 A 011 4" KNOCKOUT / 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN LOAMY SAND LOAMY SAND DAILY FLOW: 330 GPD 98•4 B 10YR 4/2 10YR 4/2 6" 98.4 B 6" 0 DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design 10YR 5/4 10YR 5/4 96.9 24" 96.9 24" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF C C 500 GALLON CAPACITY, H-10 LOADING .74 GPD/SF CHAMBERS EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 1 OUTLET (MINIMUM), H-20 RATED N.T.S. MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/4 2.5Y 6/4 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 76 MISTIC DR, MARSTONS MILLS, MA 02648 SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Doug Brown BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 87.4 J 138" 87.4 1 1 138" Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:.............................................................. 471.2 S.F. PERC RATE <2 MIN/IN.(IN SAND), REF.#P3979 12/11/84 Engineering Works, Inc. N.T.S. P.T.M. 140-20 SOILS IN "C" HORIZON ARE CONSISTANT WITH PERC 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 3/13/20 , P.T.M. 2 of 2 4 .. --94-- EXISTING CONTOUR x 90.98 EXISTING SPOT GRADE 01) -W EXISTING WATER SVC. -G EXISTING GAS SERVICE Old Falmouth UNDERGROUND WIRES Rd TEST PIT LOCUS BENCHMARK '20 W" „ a S �g'03�4' x 98.44 LEGEND 266' � � t''�r: assC. rive LOT 5 ; AP 46,250f S.F. LNOT OCUS SCALE ® 1 r CATCH ASI 99.70 BENCHMARK COR/APRON �. l EL.=9&92 d , o DECK �v \0 QL o , 0 98.94 r dAe 98.82 GARAGE , r � e % z GENERAL NOTES: 9f3.59 ;•.;: 98,9 N �P 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL '99.91 `=' BOARD OF HEALTH AND THE DESIGN ENGINEER. .77 ilpn 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 100.15 .92 ! a OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE :..DRIVEWAY ':":' EXIST/NG r LOCAL RULES AND REGULATIONS. 9a'72 W HOUSE(176) 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR Q ` 99.12 , r TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE T.O.F.=99.6f , � i r DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 1 ` i FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 100.19 ) G �� �� i ENGINEER BEFORE CONSTRUCTION CONTINUES. t'9�5.71 98.9 ;'. ' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 23.r O +98.83 98.62 1` �` 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ' \ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF i 4 99.61 �� • ' '"• 1 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.%100.80 TP-1 `� �� + 7. WATER SUPPLIED BY TOWN WATER SERVICE. SPI100.00 `:`.!fv:i:; [- - +97.63 KE 99 •<`• G x 96$o �` 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. r ` `r'•. yTP-2 ;'- ; 9 7 +9%66 ' 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 100,36 - J. ; -'J ' \ ` AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 9� -G - �} \``� ` DIRECTED BY THE APPROVING AUTHORITIES. +98.58 ` ` �� ' + 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ryrin� l�u,, G G G. . •7. . . . •• ---__- `-� ' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. rE 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ! IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND # REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 100.57 S 84'55'20" E 253.54' `� J 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL. EXISTING LEACH PIT 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND (FROM RECORD AS-BUILT) IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. TO BE PUMPED, FILLED EXISTING SEPTIC TANK OF r(lA WITH SAND & ABANDONED (TO REMAIN) PARCEL ID: 79-38 P� qCy TOP OF TANK, EL.=97.0E o� PETER T. ✓' INV.(OUT)=95.65E McENTEE S, �, PROPOSED SEPTIC SYSTEM UPGRADE PLAN v VIL NoC135109 N PLAN REVISION 3125/20 76 MISTIC DRIVE, MARSTONS MILLS, MA 02648 STENO INVERT CORRECTION, SHEET 2 Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 F OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. SULLIVAN, FREDERICK J & JOANNE M TRS Engineering Works, Inc. N.T.S. P.T.M. 140-20 Z��I �� 76 MISTIC DRIVE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. MARSTONS' MILLS, MA 02648 (508) 477 5313 3/23/20 P.T.M. 1 Of 2 i NOTE: TO PREVENT BREAKOUT, THE PROPOSED i FINISH GRADE SHALL NOT BE < EL.=95.5 FOR A DISTANCE OF 15' AROUND THE EXISTING SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. EXISTING HOUSE PROVIDE RISERS WITH COVERS OVER INLET & PROPOSED S.A.S. GARAGE OUTLET MANHOLES SET TO 6" OG FINISH GRADE. INSTALL RISER & COVER PORCH SET TO 6' OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND 4F.G. 9.60t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT .=99.2f F.G. EL.=98.9t F.G. EL.=98.9f F.G. EL.=98.9f L = 24' L = 5' rc S=1% (MIN.) p S=1% (MIN.)' p 4SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" 6,. DOUBLE WASHED STONE J 0� 14• a ar aaa (OR APPROVED FILTER FABRIC) �p 2' EFF. aaaEaaa EXISTING 48" LIQUID DEPTH aaBaaaa ----3/4" TO 1-1/2" DOUBLE N LEVEL ADD CAS PROPOSED 4' 4.8' 4' WASHED STONE ^C RAFFLE INV.=95.27 _ INV.=95.10 INV.=95.65t D BOX EFFECTIVE WIDTH = 12.8' ai (VERIFY) 3 OUTLETS INV.= 95.00 d EXISTING SEPTIC TANK H-20 2-500 GALLON LEACHING CHAMBERS in vS SURROUNDED WITH aMN AS SH N a H-;1RATED 3" LAYER OF 1/8" TO 1/2" 1 a DOUBLE WASHED STONE NOTES: TOP CONC. ELEV.= 95.8t (OR APPROVED FILTER FABRIC) 1 8 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV= 95.50 INV. ELEV.= 95.00 aBBa SEPTIC LAYOUT INVERTS, PRIOR TO INSTALLATION. ea 2) D-BOX SHALL BE SET LEVEL AND TRUE TO BOTTOM ELEV.= 93.00GRADE ON A MECHANICALLY COMPACTED STABLE 4' 8.5' = 17.0' 4' BASE OR SIX INCH AGGREGATE BASE, AS 4' OF NATURALLY OCCURRING SPECIFIED IN 310 CMR 15.221(2). PERVIOUS MATERIAL EFFE LENGTH = 25.0' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' (MIN.) ABOVE G.W. 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOTTOM OF TEST PIT, EL.=87.4 — 3/4" TO 1-1/2" DOUBLE WASHED STONE ®®®®®® ® ® ®®® 33" w ®®®®®® ® ® ®®® SEPTIC SYSTEM PROFILE N z ®LTERI SOIL LOG 102" DESIGN CRITERIA DATE: MARCH 10, 2020 (REF#TPT-20-35) SOIL EVALUATOR: PETER McENTEE SE#1542 4" KNOCKOUT WITNESS: DAVID STANTON R.S. HEALTH AGENT NUMBER OF BEDROOMS: 3 BEDROOMS ELEV. TP- 1 DEPTH ELEV. TP=2 DEPTH 20" DIA. COVER SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) 98.9 A 0 98.9 A 0 4" KNOCKOUT / 4" KNOCKOUT 58" DESIGN PERCOLATION RATE: <2 MIN/IN LOAMY SAND LOAMY, SAND 10YR 4/2 10YR 4/2 0 DAILY FLOW: 330 GPD 98•4 B 6" 98•4 B 6" DESIGN FLOW: 330 GPD LOAMY SAND LOAMY SAND 4" KNOCKOUT GARBAGE GRINDER: NO-not allowed with design 10YR 5/4 10YR 5/4 96.9 24 96.9 24" LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF C G 500 GALLON CAPACITY, H-10 LOADING 74 GPD/SF CHAMBERS EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 1 OUTLET (MINIMUM), H-20 RATED N.T.S. MED. SAND MED. SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 6/4 2.5Y 6/4 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 76 MISTIC DRIVE, MARSTONS MILLS, MA 02648 SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 87.4 138" 87.4 1 138" Engineering by: SCALE DRAWN JOB. NO. 471.2 S.F. PERC RATE <2 MIN/IN.(IN SAND), REF.#P3979 12/11/84 N.T.S. P.T.M. 140-20 TOTAL AREA:............................................................ Engineering Works, Inc. SOILS IN "C' HORIZON ARE CONSISTANT WITH PERC 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 3/23/20 P.T.M. 2 Of 2