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Home My WebLink About1866 MAIN ST./RTE 6A(W.BARN.) - Health 1866 T A= _ - o TOWN OF BARNSTABLE LOCATION SEWAGE#�Z0X/— /e9 VILLAGE �, st a� �!/� ASSESSOR'S MAP&LOT 2/7— ®// INSTALLER'S NAME&PHONE NO. L. �,�,� SEPTIC TANK CAPACITY ILS 00 LEACHING FACILITY:(type)�'�os�rd��5 (size) 3,,.s';� z NO.OF BEDROOMS 12 BUILDER OR OWNER PERMIT DATE: � 2�2 / COMPLIANCE DATE: -7b, Separation Distance Between the: le Maximum Adjusted Groundwater Table and Bottom of Leaching Facility 1/6 /Y2 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 —,/pd9 IL , s � 0 E's ool �arc9 1$�� pry, � A � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes �� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitafton for Misposal 6pstem Construction Vermit Application for a Permit to Construct( ) Repair(�Upgrade( Abandon( ) Complete System ❑Individual Components Location Address or Lot No./866'-,te 0o;P/ .37— Owner's Name,Address,and Tel.No. ws /.��'%f�`o9lG /G�mvEir (,�iorfalP^e�l Assessor's Map/Parcel a!7 c.e r Ins ller's Name,Address,and Tel.No.S c-AA- 77�_ ��'� Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size o"dO sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 22 O gpd Design flow provided gpd Plan Date ,7/cA2/ Number of sheets Revision Date Title Size of Septic Tank /3-p Type of S.A.S. Description of Soil bs'91�dz Nature of Repairs or Alterations(Answer when applicable),;F�—s // iG�t✓ �,ado �'�� ce /Li�c.� .y/f /�o X er �:•� J /�.`ohs ✓°�e�� .2.8'.r 33,>�� 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. S'gned Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued --mot o< Fee THE COMMONWEALTH OF'MASSACHUSETTS Entered in computer: Yes 1!,�•�'" 'a° PUBLIC HEALTH DIVISION - TOWN!OF BARNSTABLE, MASSACHUSETTS •.. pplicatio'n for MiStJ08af` pstetit`Construction Permit Application for a Permit to Construct( ) Repair e�Up ade �Y) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.r�66.�t Q'`� 3`x' Owner's Name,Address,and Tel.No. wk / !aStvs/m aVW Assessor's MapTarcel /, 9'*, a r ce-- Installer's Name,Address,and Tel.No.,y vd'- ?»- ��'zs Designer's Name,Address,and Tel.No.' d d'-yiy ✓`�3i '>f'S O ��fOr'� S7 G� yG�swCa�/�+ /�'L�c'S� r'/ti�'Ci=i;�%ate•/�� 3'�t.6i eo Type of Building:- Dwelling No.of Bedrooms Lot Size 10160 sq.ft. Garbage Grinder( ) Other . Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Y. Design Flow(min.required) ;e A'O gpd Design flow provided yoS' z gpd Plan L Date ,r��?/ Number of sheets Revision Date Title Y it Size of'Septic Tank /.1Dc� Type of S.A.S. �car.w�rlvrS • Description of Soil � � �c7 e.sx✓vim.ir, 7 2 - c�� Natur/of Repairs or Alterations(Answer when applicable) s/e./Y„'� i,�G� % s"'®o /a,OO 4-�- • '....F'k,"G/'t�l.. � ....�/�— ./ '.rJs7'X c:. � t� ,''�: .''[9,4 �'cY�/ C �!er.rr�+—e S � � Jam.�� 3fo h►�} /�8�.f'.3�.�fil- � � , 1" < Date last inspected: Agreement: g; t The'undersigned agrees to ensure the construction and maintenance of thetafore described on-site sewage-disposal system in accordance with the provisions of Title 5 of the Environmental Code and not toplace the system in operation until a Certificate of M- Compliance has been issued by this Board of Health. ( "� S'gned "` Date Application Approved by. _ '" Yy Date Application Disapproved by { ! Date w for the following reasons t ✓ _,t__I `? . ,.,,1 Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS-� Certificate of Compliance , THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(G�Upgraded Abandoned( )by 15n, / at / 'd G" .,.�•C/rij�y has been constructed injaoC�r�'�nce ) with the provisions of Title 5 and the for Disposal System Construction Permit Nq ) -AWdated Installer y/✓.,.F'' , '" '�-- • Designer #bedrooms Approved design flow _ and The issuance of this permit shall not be construed as a guarantee that the system will fu Onion as dresignneed��j - Date r i i Inspector 1 /-- ✓L✓ ! II k _ Y J i No - ,-�� / "°°" � Fee THE COMMONWEALTH OE'MASSACHUSETTS _ PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS �i��l08aYp8tern �OnBtl'UEtioTCerinit Permission is hereby granted to Construct( ) Repair(V3 Upgrade( )-- �M d n( ) System located at i4 �'�l.S` ��/psi®� o`�" � !/ /'ar�'>`�4,.f�'/c�, � and as described in the above Application for Disposal System Construction Permit. The applicant recognised his/her duty to:comp ly with Title 5 and the following local provisions or special coalitions. s Provided:Construction must be comple led 'thin three-years of the date of this pe Date /� r- / Approved by , r_ e� Town of Barnstable 40hE r � Regulatory Services ;r Richard V: Scali,-Interim Director- ^' BARNSTABLE, : "6 9 � Public Health Divisimi. °PFnxA�° Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-630 t Installer&Desitner Certification Form Date: -7 Sewage Permit# ZC9 Assessor's MapiPareel Z 1-7 a 111 Designer: Installei": �� e. Corr) Address: 1 Z Wi Cr-us- Address: .� On cS—/z _ av� Clod 3C __�� «ras icsLied a permit to install a (date) (installer) septic system at ma ;'i S (Rk 63=& based on a design drawn.by (address) -ee-rt rly. rJc;.,4st.f h( (designer) l 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 recluired)',,Vas inspected and the.soils were found satisfactory. I certi r that. the e septic system referenced above ��as installed ��ith m,*or 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 Stated: Local Recyalat.i:ons. Plan revision Cr certified as-built by designer to follow. Strip out(if required i eras inspected<and the soils were found satfsfict,&y. I cei-tIfy that the system referenced above was constructed in $ > with the terms of the M approval letters.(if applicable) tl 4tAC�N aller's Sigt)atttz'e) CtVt� GIST O (Designer's Signature) _.._ (Affix Desig>ae cre) PLEASE RETURN TO BARNSTADLE PUBLIC.HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT -BE.ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEINI BY THE BAI��iSTABLF I?lll3l lC FIl '�fTI1 DIVISIO?`'. THANK YOU. Q:`,�'eptir,Uesigner t;eailicaiion i-orn:ttav 8-14-1;-doc Enginears note: This certi lcation is limited to an as-built inspection of systern componenls as installed prior to backfill-The engineer did not supervise construction of the system.The installer assumes responsibility for all ro trials, hor:imanship;back{illina to specified grades with proper compaction and setting risers/covers as shown on the design plan. T TOWN OF BARNSTABLE BOARD OF HEALTH ARTICLE II: MINIMUM STANDARDS FOR HUMAN HABITATION Date Time: In Out Owner Tenant �G Address I"v" Address I� V Complianc ' Remarks or Regulation# Yes O Recommendations 2. Kitchen Facilities 3. Bathroom Facilities 4. Water Supply 5. Hot Water Facilities 6. Heating Facilities 7. Lighting and Electrical Facilities 8. Ventilation 9. Installation and Maintenance of Facilities 10. Curtailment of Service 11. Space and Use 12. Exits 13. Installation and Maintenance of Structural Elements 14. Insects and Rodents '. 15. Garbage and Rubbish Storage and Disposal 16. Sewage Disposal 12- 17.Temporary Housing 18. Driveway Width 19. Number of Tenants Observed PART II 37. Placarding of Condemned Dwelling; Removal of Occupants; Demolition Number of Bedrooms Number of Vehicles Allowed (max) Number of Persons Allowed (max) Person(s) Interviewed Inspector If Public Building such as Store or Hotel/Motel specify here CERTIFICATE OF ANALYSIS Page: 1 -i- . `. " _ Barnstable County Health Laboratory `•::,:; ,% Report Prepared For Report Dated: 9/21/2007 Helen E. Wirtanen Order No.: G0743416 1866 Main Street West Barnstable, MA 02668 Laboratory 1D#: 0/43416-01 Description: Water-Drinking Water Sample#: Sampling Location: 1866 Main St.W.Barnstable,MA Collected: 9/13/2007 Collected by: H.Wirtanen Received: 9/13/2007 Routine i ITEM RESULT UNITS RL MCL Method# Tested Nitrate as Nitrogen 1.1 mg/L 0.10 10 EPA 300.0 9/13/2007 Copper 0.53 mg/L 0.10 1.3 SM 3111 B 9/717/2007 Iron 0.59 mg/L 0.10 0.3 SM3111B 9/17/2007 Sodium 16 mg/L 1.0 20 SM3111B 9/17/2007 I Total Coliform Absent P/A 0 0 SM9223 9/13/2007 Conductance 140 umohs/cm 2.0 EPA 120.1 9/13/2007 pH 6.6 pH-units 0 SM 4500 H-B 9/13/2007 Based on the results of the parameters teste(l,the water is suitable for drinking,but may present aesthetic problems(taste,odor, staining)cure to Iron. Approved By: / (Lab 'ector) Y,. Z Gd (� `V LU 1 �I ND=None Detected RL = Reporting Limit MCL=Maximum Contaminant Level Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 I Page: 1 i r CERTIFICATE OF ANALYSIS f Barnstable County Health Laboratory Report Dated: 11/24/2000 Report Prepared For: Wirtanen,Martin& Helen Order Number: G0008395 Martin Wirtanen 1866 Main Street West Barnstable, MA 02668 Laboratory ID#: 0008395-01 Description: Water-Drinldng Water Sample#: 08395 Sampling Location: 1866 Main Street,West Barnstable Collected: 11/16/2000 Collected by: Martin Wirta 217-11 Received: 11/16/2000 Routine ITEM RESULT UNITS MCL Method# Tested LAB: IC Lab Nitrates 3.2 mg/L 10 EPA 300.0 11/16/2000 LAB: Metals Copper 0.7 mg/L 1.3 SM 3111B 11/17/2000 Iron 0.1 mg/L 0.3 SM 3111B 11/17/2000 Sodium 19 mg/L 20 SM 3111B 11/17/2000 LAB: Microbiology Total Coliform Present P/A Absent P/A 11/16/2000 LAB: Physical Chemistry Conductance 199 umohs/cm EPA 120.1 11/16/2000 pH 5.5 pH-units EPA 150.1 11/16/2000 Note: Exceeds the recommended maximum contamination level for drinking water due to presence of Coliform Bacteria. Approved, By: 1---�-�—�_ (Lab Director) il/zy/zc�a� Superior Court House, PO. Box 427, Barnstable, MA 02630 Ph: 508-375-6605 LOCATION t SEWAGE : PERMIT NO. V 'LLAGE = •- 011 INSTALLER'S NA�ME i A \DDDRRFS\S B U I L D E R OR OWN ER ZVI, 12�fk-714 Z DATE PERMIT ISSUED Z� DAT E COMPLIANCE ISSUED a ° a 5�` I ; L�SL THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , �.U. �.v..✓�....... ...OF.......... .�^.!!..! 5.`. V`-' ................................ A;jV irativu for Ui4pniitt1 Works Tomitrur#ion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .........--•^.._ ............. ..•• .... •• t Location.Address or Lot No. Y..:..Gd"�!v C".V�� ----------------------.SA'------.�.-----...•...--••--..............•................... OAddress wner ��j �� S CJ a Installer Address Type of Building Size Lot............................Sq. feet V Dwelling— No. of Bedrooms.... ...................................Expansion Attic ( ) Garbage Grinder ( ) A4 Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) G4Other fixtures ---------------••-------------------• --•-•--------------.--------• --•--•--•--•-•-- •---••------.--------------------•-•-----•------------------- d gallons per person per day. Total daily flow--__----.-_. W Design Flow.--••---..�.`5....................g P P P Y• Y �•-.�---��--................gallons. WSeptic Tank Liquid capacity.t0r gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter....1. ......... Depth below inlet....4.1......... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ " Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ GX4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 •---------••....... ........................... .....•--' ......................................................... .................... .........................................................-•�T V -•----•...................... --------- •------ --------•--------•-•......•-•--------- W ------------------------------------- --•---- ------- VNature Repairs r Alterations—Answer when applicable......1C��J_Q____.__S. i.�-.._ T-e�4w .------1-�P�S T -1-3, 6)e ............. ..... �. ... 21 f...... �'�' ` 5 7r�� Svrrcx�.c,w., .............. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI'A IL 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Com liance een 1 the bo _ Signed..-----• ..... .•``at= .... Date Application Approved By................. ......... .... ........... •I--m.-)-_ ... Date Application Disapproved for the f o wing reasons:...............•---..........---------...-----......-------•--•-------------•-----------------•.............__ ... .................................•----._.......------------------•.... . ..............Date PermitNo......................................................._ issued....................................................... Date S C -S pE--,ry 'TLA)PJ ILI- THE COMMONWEALTH OF MASSACHUSETTS -- —1 1, OR BOARD` OF HEALTH w .. .....V-.. V.k 7..., ......OF....... ...................................... Tntifirate of Tomphaurr THIS,LS' CEITIFY, That-the-individual Sewage Disposal System constructed or Repaired ............................................................................. by............... . .....5F......... .... .......... ........... ........ Aw Installer 4P :;,tic-G -- ------------ .....S.................... .................... .........................lml......... at........................... Lhas been install�,-d in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No....5:2. -1:9.1 - IInspector_... J............ dated....._____.___.__........._._................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CON TRUE® AS.A, GUARANTEE THAT THE SYSTEM WILL FUNCTjQN—SAT4SFACTORY. S /n. ........... DATE.- Now .............. Inspector............... ...... -- .............. ............... 60-�(Z -------------------- ------------- No................_....... Fizz............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .U_ . ..V..........OF......... a.v7 -��J`-�, .................... .............. Appliration for Diipoiittl Works Tonitrurtion rrrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ....:....�. .�..............1 � ......----------�.... ........... Location-Addres V �J e .✓ --\- s VC� �� ........_........... •..................... � ............................ ..................-•-- - ......... .w.L..,o.t...N.I.o....t.o-•----...............-...-............................... --- re OwnI= .. a .................. Add Installer Address Type of Building . Size Lot................ Sq.-fee U Dwelling—No. of Bedrooms.._.3...................................Expansion Attic ( ) Garbage Grind�r ( ) a`4 Other—T e of Building ....... No. of persons............................ Showers YP g --------------------- P ( ) — Cafeteria ( ) dOther fixtures -----•--•----------------------------------------------------•--------------------------------------- W g / = g P P P Y Y � gallons. Desi n Flow.......... '5......................_.gallons per person per day. Total daily flow__........._.........._.._....._.....___. 1: Septic Tank—Liquid capacity. P�gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—l o..................... 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 ( ) olation Test aTest Perc Pit No. I suits Performed nutes per nch Dept ,of Test Pit.................... Depth to ground water........................ (T4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ...............1-7—-----------------------------------•----•------.--------.------------- O Description of Soi n!?�C. t vt�. .f......... ti'�!-(-----��'��- W V •--•--•-••---------••--•---•....................................•------------•--....-----••--------......-------•...•------••-•••---•-----•----•--•----....------.......................----•----------- W UNature f Repairs)or Alterations—Answer when applicable.__.__fd PD •---5-� i c l.�_I 5+ Lt3� /� -- .t�.SP �- Q�_4(-i -F- c v 5 TC7•� {' S c� ,ti = Agreement: t 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 system in operation until a Certificate of Com liance s een iss the bo eat . r Signed._.__ ---- . .-�z-�� t Da e Application Approved By.................. •.-----_ . ..... ............ t Date Application Disapproved for the f of ing reasons:.............................................................................................................. ...............................................••-•-----------...-------•---------•-•----•---.----- Date PermitNo................................................... Issued....................................................... THE COMMONWEALTH OF MASSACHUSETTS �^ BOARD OF HEALTH 'r ................OF......�1� ..✓t.... +� ...................................................... f9rrtif iratr of Tomplittnrr THIS Ag- CEIjTIFY, That-t"d,*vidual Sewage Disposal System constructed. ( ) or Repaired Y ---------------- ,... Installer at _,._ ,tom �,...., / � ram• ..... has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.._�. ..:j�...........t .... dated.............. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................................................................ - Inspector..................................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH' w e" OF.....,�� f v...ST ...`No..�-s. .� '� '............................... % 1wi .0.Z7... �iffpllj: /iirk �nrt' n rrmit Permission is hereby granted............... ".'._.`] f �_._.��"_ . . •--•••-••----•........................................................... to Construct ( or Repair "T�an Individual Sewage Dispo System at No............... S C!v..r L.4, v n- Z 4�k-� - Lcl C„ vim- t Street as shown on the application for Disposal Works Construction Permit N ....................—Dated........ �_. ..�-..^....--.......... Board of Health 1 DATE..........-------•----3...... ................... FORM 1255 A. M. SULKIN, INC.. BOSTON �^'• FF v �1 A.A b R "n1866 Main St,:West Barnstable,MA 02668 r MainSti (R/ .Tumbleweed f' / K Quilts&Fabrics / \ fa�ic sine t3Y ' / A i \\ LOCUS MAP / \ O / PARCEL ID. 217-011 \\ -- 98 -- EXISTING CONTOUR 1 x 100.98 EXISTING SPOT GRADE W EXISTING WATER SVC. o r LOT AREA = 58,800 ±SF \ EXISTING WELL 1.35 ±AC. G EXISTING GAS SVC. \\ OVERHEAD WIRES TEST PIT / \ BENCHMARK 71� \\ LEGEND / x 107.16 \ X 106.96 0. <J I f f PROPOSED S.A.S. / 3-500 GAL CHAMBERS O� 2103.92 SURROUNDED W/4' STONE + 104.56 J STRIPOUT BOUNDARY 0�1• P� �� / TP 2 ON, +• 104.5a STRIPOUT TO SUITABLE C2 HORIZON \ + DEPTH MAY VARY - SEE NOTE 11, SHEET 2 JS / +i0z.85 ''� \\ EXISTING LEACH PIT P / / 103.8+ 5 TO BE REMOVED SEE NOTE 11, SHEET 2 i 104.98 - \'ld.'�'4 104.0a 105.30 .v EP R1tac TP-1 O + + r' G� \ ' F _ - _EXISTING.SEPTIC STANK - _ - - •�pGE x 103.15 . �' � O 1 TO BE PUMPED, RUPTURED PROP. FILLED W/SAND & ABANDONED �J 103.89 101.57 SEPTIC 1 FdLE TANK ' � +•104.28 GARDEN BENCHMARK x 101.09 1 1.43 + o 1 i . ORANGE DOT/ROCK BUDLDERBMDOT x 101.38 o N T EL.=102.48 �s 100.71 +• x o // +104.52 EX. SEWER-2 100.87 � 104.64 X 104.34 INV.=102.5E o , x BH SEE NOTES 14 & 15 F �1oo.za GARAGE EX. SEWER-1 SHEET 2 INV.=102.0t �O \ EXISTING f� \ HOUSE(11866) ! 0� 99.10 \\ 101. 1(2.61 9, T.O.F.=104.21 x 1 1 x \ \ '102.2 T SLAB ��4r104 x 99.31 10 .4 -19a35 �? X 104.34 X f\ t 100.43 103.86 \ k 02.43 ,-0 + \ 0.61 QL \ +103.43� 300.88 ' 01.56 �� I •r. c WE L \� '100.64. . 100.59 \ I' +104.81 1 100.64 o PETER T. McENTEE 100.4e \ 1 v CIVIL N X 100.46 \ 1 No. 35109 "-+ �-+� +105.18 `�;,7141'( D� 1\ ��'\ G/ 0 100.61 A L \ EWALK 101.30 \ 100.65 ® \ 102.85 101.46 ,J K+ 102.04 103.51 MAINS 102.54 103.04 BERM REST (ROUTE 6 A OWNER OF RECORD ) WIRTANEN, MARKS S 1894 MAIN STREET W. BARNSTABLE, MA 02668 Engineering by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=30' P.T.M. 170-21 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 1866 MAIN STREET, WEST BARNSTABLE, MILLS, MA (508) 477-5313 5/6/21 P.T.M. 1 of 2 Prepared for: Mark Wirtanen, 1894 Main Street, West Barnstable, MA 02668 rt NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=100.50 FOR A DISTANCE OF 15' FROM THE EDGE SEPTIC TANK PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND T.O.F.=104.2± SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=103.0± F.G. EL.=103.0± F.G. EL.=103.0± F.G. EL.=102.2± to 103.8± MAINTAIN 2% SLOPE OVER S.A.S. L = 34'(MAX.) L = 17' L = 23' ® S=1% MIN.) p S=1% (MIN.) p S=1% MIN. 4"SCH40 PVC ,SCH40 PVC ( ) 2" LAYER OF 1 8" TO 1 2" 6_ 4"SCH40 PVC DOUBLE WASHED STONE 6 aaaSaaB (OR APPROVED FILTER FABRIC) 14" 2' EFF. aaaaaaa INV.=101.00 48" LIQUID DEPTH aaaaaaa --3/4" TO 1-1/2" DOUBLE LEVEL0 WASHED STONE ABA INV.=100.40 PROPOSED INV.=100.23 4 4.8' 4' INV.=100.75 BOX EFFECTIVE WIDTH = 12.8' GAS 3 OUTLETS Aim dm AimINV.=100.00 PROPOSED SEPTIC TANK 3-500 GALLON LEACHING CHAMBERS CONNECT TO EXISTING SEWER OUTLETS AT HOUSE SURROUNDED WITH STONE AS SHOWN SEWER-1, INV.=102.0± (VERIFY) H-10 RATED SEWER-2, INV.=102.5± (VERIFY) TOP CONC. ELEV.=100.8± NOTES: BREAKOUT ELEV.=100.50 aaBa INV. ELEV.=100.00 eases 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE MEN aaaaaaam aaaaaaaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV= 98.00 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 1 4' 1 3 x 8.5'=25.5' 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 33.5' STABLE BASE OR SIX INCH AGGREGATE BASE, AS PERVIOUS MATERIAL SPECIFIED IN 310 CMR 15.221(2). 4' (MIN.) ABOVE G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION BOTTOM OF TEST PIT, EL.=91.5 4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOG BOARD OF HEALTH AND THE DESIGN ENGINEER. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: APRIL 14, 2021 (REF#TPT-21-90) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SOIL EVALUATOR: PETER McENTEE SE#1542 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT -LOCAL REG. Chapter 397-8, E(f): WELL SETBACKS, S.A.S. TO WELL ELEV. T P- 1 DEPTH ELEV. TP-2 DEPTH 1) A 46' variance, S.A.S. to private well, for a 104' setback. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 102.5 A 0„ 102 8 A 0" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE SANDY LOAM SANDY LOAM DESIGN ENGINEER. 101.7 10YR 4/2 1D„ 101.8 t 0YR 4/2 12" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B B SANDY LOAM SANDY LOAM FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 10YR 5/6 10YR 5/6 ENGINEER BEFORE CONSTRUCTION CONTINUES. 98.5 C1 48" 100.8 C1 24" 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. SILT LOAM SILT LOAM _ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 10YR 5/3 10YR 5/3 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 95.5 84" 94.8 72" HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. C2 C2 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. FINE B. THERE ARE NO ABUTTING WELLS WITHIN 150' OF THE PROPOSED S.A.S. FINE LOAMY SAND LOAMY SAND 10YR 6/4 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 10YR 6/4 (SAMPLED) AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 91.5 132" 91.8 132" THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING NO GROUNDWATER ENCOUNTERED CONSTRUCTION. SOIL SAMPLE TAKEN FROM TP-2("C2" HORIZON) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SIEVE ANALYSIS RESULTS OF "C2" HORIZON: IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND IN.MIN, PERC RATE 8 SF REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). CLASS 1 SOILS, LTAR=0.66 GPD/ / 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFLLL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. PROPOSED S.A.S. 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC .11,11 0 3-500 GAL CHAMBERS/ 4' STONE W SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. / �� SURROUNDED / 15. VERIFY CONNECTION TO EXISTING TANK. OTHERWISE, FOLLOW PIPE AND FILL ANY UNDOCUMENTED CESSPOOL/S. DESIGN CRITERIA � � `� / SEPTIC TANKr TIES ARE TO THE NUMBER OF BEDROOMS: 2 cP O CENTERLINE'ENDS OF TANK SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.66 GPD/SF) DESIGN PERCOLATION RATE: 8 MIN/IN (BY SIEVE ANALYSIS) DAILY FLOW: 220 GPD DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO-not allowed with design D LEACHING AREA REQUIRED: (330 GPD) = 500.0 SF 0.66 GPD/SF PROPOSED SEPTIC TANK:: 1500 GALLON CAPACITY BH PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED GARAGE EXISTING USE 3-500 GALLON LEACHING CHAMBERS IN SERIES HOUSE(I.1866) SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES T.O.F.=104.2t SIDEWALL AREA: 2(12.8' + 335) x 2 = 185.2 S.F. sane BOTTOM AREA: 12.8' x 33.5' = 428.8 S.F. TOTALAREA:.............................................................. 614.0 S.F. DESIGN FLOW PROVIDED: 0.66 GPD/SF(614.0 SF) = 405.2 GPD SEPTIC LAYOUT Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 170-21 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 1866 MAIN STREET, WEST BARNSTABLE, MILLS, MA (508) 477-5313 5/6/21 P.T.M. 2 of 2 Prepared for: Mark Wirtanen, 1894 Main Street, West Barnstable, MA 02668