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HomeMy WebLinkAbout0361 TURTLEBACK ROAD - Health 361 Turtleback Road Marston-Mills A= 063-043 o r v TOWN OF BARNSTABLE LOCATION 3(p( SEWAGE# VILLAGE V)At'11 S ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&.PHONE NO. t(02j SEPTIC TANK CAPACITY QQ 0 LEACHING FACILITY:(type) 2y kJ-10 (size) 1\S 'K of S NO.OF BEDROOMS OWNER PERMIT DATE:" -1 3'Z 9-2®®9 COMPLIANCE DATE: ` 2 L Z®i* Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility d G' 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 (- 40Z-1 Cif2„rQ1J se-s t,LC. Al 617° v A2 a9.� A n,o pi Al a�e� 1 . �4 bt°o �7 c,s•S No. loo — Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in com Ater::/ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes apphration for Misposal Opstem ' Construction Vermit Application for a Permit to Construct( ) Repair(V�Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 3(o I 5 0 zT le-BRL1Z ?�i'> Owner's Name,Address,and Tel.No.51EA{J W A k S�A Assessor's Map/Parcel 6c®3 (4 MAaTonS &k,�XS � Installer's Name,Address,and Tel.No j.a,i`�t �a S�5 Designer's Name,Address,and Tel.No.!& EN(�11et P o uw-'T b3 VV©atoms Q Type of Building: Dwelling No.of Bedrooms Lot Size 5 Z&A t sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 o gpd Design flow provided 355o 2 gpd Plan Date I L-Z 3 -9S Number of sheets Z. Revision Date Title 3(o Size of Septic Tank 1000 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) CSC�S r� �� t aoo AL Se�1'�c A n1L 1 0 - 13oK 70 Date last inspected: ZOoq 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 I Date i z- Z1Y, `Z0O4 Application Approved by ylv C Date J:2 vZ% -C 9 Application Disapproved by ` Date for the following reasons Permit No. �! Z Date Issued .. ....._.�..,..-...,,,....p,...wn...w.... ,:,..,,r..s4.,K..Tfi .r.•.y. ..�..._. -...-..,-.:,.....�,�nr,.,.,-............... �-.-...,.a---.:•,�-.-.v.:.w;...... —...,_„-.-_.....__..-, .r.;y,..,.-.y,...^,,�..;�.,r.r.Ts.....•w.c.v+r.*..... �... t No. o 0 1 I,f- / ,+ Fee / 6 o — THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION'-TOWN OF BARNSTABLE, MASSACHUSETTS I.. Yes RppYicatiorr for ]Disposal Opstem Construction 3permit Application for a Permit to Construct( ) Repair(Nil"Upgrade O Abandon( ) ❑ stem Complete Sy stem y ❑',Individual Components Location Address or Lot No. 3 c0 I —TIJ O C le eol<« ?.i} Owner's Name,Address,and Tel.No. 51EA i�j W la SN Assessor's Map/Parcel 6(p 3 1(43 tA05von$ $A`"S 5/}m� Installer's Name,Address,and Tel.No.64p i&k Designer's Name,Address,and Tel.No. E n1U,o net'<<(i ri Pc> 7(.3 W02K.S Q wiz-r-•r�u�It{'. Type of Building: y • t Dwelling No.of Bedrooms Lot Size � (d �- sq.ft.• Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 330 gpd Design flow provided • Z gpd Plan Date { l-Z 3 -OCA Number of sheets 72,.. Revision Date Title 3(01 Size of Septic Tank 'w o Type of S.A.S. (..C,na r—-9,aj L,jT nee(e �>5 Description of Soil S" D140 s� Nature of Repairs or Alterations(Answer when applicable) 100Q A.71C i Date last inspected: ©C�q 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 M Compliance has been issued by this Board of Health. Signed J � - Date I Z- Z i - LO OR Application Approved by rDJ ;!v Date Application Disapproved by Date for the following reasons Permit No. a CO �1 a`L� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) Abandoned( )by C A 0 Qc,J t(9.fL LlA ku 0.,i 5 2.S (•UC i at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. -2 U) YZf dated 1��l h/ q Installer �A pp�,J,cQ4 ��1 -c t Qr i�t S Designer #bedrooms j ` Approved design flow N 3 3U d gP The issuance of this permit shall not be construed as a guarantee that the system wil, fune ionr designed Date �.► �;l Ins ector (, 1.f. No. .2 CJ(?cl 1�,2 Fee A)O •-. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION BARNSTABLE,MASSACHUSETTS Nsposal 6pstem Construction i9ermit ' Permission is hereby granted to Construct( ) Repair(X) Upgrade( ) Abandon( ), System located at 361 A c4 M tars 1�✓t �} and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. � I Provided:Construction must be completed within three years of the date of this permit. Date / 9a 5 Approved by l✓ "�i4kr f 01/21/2010 08:33 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F. Geller,Director NAMPublic Health Division '"~ Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office; 508-862-4644 Fax: 508-790-6304 Date: I Z? /0 Sewage Permit#Z0°1 ' 14 Assessor's Mapftreel (p 7i —43 Installer&Designer Certification Farm �e h-Cr C-fr.1-�e-e- 6' W'JA Designer: . q.n�e�r+r•Sc vYt�� fn C- • Installer: a �F Address: n- In! Cre 4 s+:{1 C� 0-xX Address: P•0- G09 -7 (- RFc�e. t-Ok >MK Q�G-�� �e��enr�flre MA7 r On a 26i -Zo C u--zfw(-t(k &jt�issued a permit to install a te) (installer) septic system at 3 4 I (y 6 aQCt Pi based on a design drawn by (address) M C.-Ew l'�t - dated 1 Z 2 3 Q - (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. Sttipout (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. Stripout(if required)was inspected and the soils were found satisfactory. iM OF spgs� PETER Wftller'S SJ mture) McENTEE CIVIL No,35109 Ts .off 9Fo, stg>ner's Signature) (A ix De CE LTO B STABLE PUBLIC DIY IS WILLBE ISSUED ) CAR CEIVED JJX THE B ABLE P gAoffim fonre\dMigoenCrfifiCKM form.dM e Town of Barnstable 7�� of P# / Department of Regulatory Services Public Health Di viszon 9. Date I� /�' 7 �oTF p �A�b 200 Main street,Hyannis MA 02601 Date scheduled Time Fee Pd. 0 U — SOH Suitability Assessment for ,Sew e Performed Dy: (_M � 9 zsposal a-L " Witnessed By: ✓I . CL f n LOCATION &Location Address GENERAL INFORMATION /C - 2 J 1_6 rT(ems ( rKk &', Owner's Name " rLr__"3 �� >. Address Assessor's Map/Parcel: 3/Q `[ Engineer's Name � I1,, � NEW CONSTRUCTION � g J?eK/a C_L+tz ecC..- T hsl�QC{c;� REPAIR 'r� j � n �.� ^ �` e�, j Telephone# .-Qg I (f�G Land Use 1�5 `v�"eVIT'U'G 1. ,.�/- G Slopes(%) � Surface Stones _ Distances from: Open Water Body�l�ft possible WeLArea I,�CJ �ft Drinking Water Well��U Drainage Way ft /"�� / ft Property Line �®�� ---- — ft Other ft SKETCH: (Street name,dimensions of lot,exact locations of test holes&.pert tests lo cate wetlands in proximity to holes et I Aso I � r -Zd l-j_ I�c,o:\ Parent material(geologic) ©J^ft.k-Y3S Depth to Bedrock Depth to Groundwater. Standing Water in Hole: AJA Weeping from Pit Pace Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HI ' GH WATER TABLE Method Used: Depth Observed standing in obs.hole: Depth to weeping from side of obs.hole: in, Depth to soil mottles: index Well# In. ©rountlwater Adjustment — in. Reading Date: Index Well level � _ft. Adj,factor.,,,,m,�_ Adj,GrounttwuterLcvel Observation PERCOLATION TEST Date xlrnh Hole# �7 rime at 9" Depth of Pere Time at 6" Start Pre-soak Time 2' .4� Time 6" End Pre-soak Rate Min./inch Z Site Suitability Assessment: Site Passed _ .Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------_ ***If percolation test is to be conducted within 100' of wetland, you must first notifythe Barnstable Conservation Division at least one (1) week prior to beginning. Q.\SEPTIC\PERCFORM.DOC DEEP-OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture Hole# _ Surface(in.) Color Soil Other (USDA), Soil C(Munsell) Mottling (Structure,Stones;Boulders. on i to c % rtvel a C M-C Sr4 ------------------ 2, ------------ DEEP OBSERVATION HOLE LOG Depth from Soil Horizon Hole# -7 Surface(in.) Soil Texture Soil Color — Soil (USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. r`d Consistenc %GrxveI)__ SL f0l� 2-t ZD NI•—C SG„1 -z, _ i DEEP OBSERVATION HOLE LOG Hole#_______ Depth from Soil Horizon Surface(in.) Soil Texture Soil Color Soil- (USDA) (Munsell) Mottlin Other g (Structure,Stones,Boulders. Co i to c 9 Gravel DEE P OBSERVATION HOLE LO Depth from Soil Horizon Soil Texture G Hole# Surface(in.) Soil Color Sol] Other (USDA) (Munsell Mottling (Structure,Stones,Boulders. Consi ten------------- Flood Insurance Rate'Map: Above 500 year flood boundary No_ Yes itF,in500yearboundary No Yes Withi-1 10o year flood boundary No y Depth of NaturZlly Occurrill T''ervious Materi'aI Does at least four fcc of naturof naturally occurring pervio p s material exist in all areas observed throughout the area proposed for the soil absorption system? -e If not, what is the depth of naturally occurring pe vious matariaO Cert----ification I certify that on _(date)I have passed the Soil evaluator examination approved ' Department of.Environmental Protection'and that the above analysis was performed by me cons by with . the required tra' , expertise and experience described in 310 CMR 15.017. Signature Date !'Z f 7 0\? QAS BPTIC\PERCFO RM.DOC 0 CATION A G E PERMIT NO. VILLAGE I N S T A 11 It AME & ADDRESS 4 f\ BUILDER - . OR OWNER F DATE PERMIT ISSUED DATE COMPLIANCE ISSUED '� �' �� �� � ®6� a / k A 1 � _ �.� � o � � ��, � � �snn }� �- . . ��-� No...................... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH d ©UJO .........OF..... "" L i / . .£..._...... Appliratiuu for Uiupuiitt1 Workii Tonotrurtiuu ramit Application is hereby made for a Permit to Construct (p<) or Repair ( ) an Individual Sewage Disposal System at: ts ---------------------------1 ----1.1---------------------------------------- n ..Ly�ation-Address or Lot No. ..................../_... tl� .... .... ...-...-----------.-.-.-------.-.--.- -••------•--•----•------------------------------------------•----•-------------------------------- —" Address --=:��a •--•...---- --- ------------------------------------- -------------------------------------------------------------------------------------------------- Installer Address Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms............. ............................Expansion Attic ( ) Garbage Grinder ( ) �_l Other—T e of Building No. of persons............................ Showers — Cafeteria Q' Other fixtures ............................ W Design Flow....................... . ............gallons per person per day. Total daily flow._........._. _.C3...............ga`11ons� WSeptic Tank—Liquid capacity_ nQQgallons Length_ -6.. Width...4.=.�P Diameter................ Depth.__..-6. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.........C---------- Diameter._f®.-- Depth below inlet..."-.0.`.. Total leaching areJ;�i?«p Z Other Distribution box ( L,-Y' Dosing tan ( ) Percolation Test Results Performed by........ -5_..IW.AkOCi iUC.Date...J Test Pit No. 1....... ..minutes per Inch Depth of Test Pit....Z v.3_". Depth to ground water________________________ f= Test Pit No. 2.........7-minutes per inch Depth of Test Pit....Z.n_ .`.'. Depth to ground water........................ a •--•••-••-•-•---•---•-••-•-•------- ...............•-••••--__-. •-••-•••-•.................---••••-- -...---------- o �, << Description of Soil.. �� L°.. S td�.j cs - ea 6 t o O Cl �? z a.....•------------- 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 TITiE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has))en issued by the bp, of health. 4reaso (matef"v��Application Approved By...••--••-•-•-••---- •. ............... .......--•-- _9�. ....-- DateApplication Disapproved for the follo :. . ............. ............... .....................................................Da................. --•......................•-•----•-•--------•----....----•----.... -------•----•--- Date PermitNo...............................• ------ I ued-....................................................... Date Fps THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ....... o_tA?P.-.....---...OF..... 1.. s. .? -------------------------------- Appliration for Dispniial Workri Tonstrurtinn rnmit Application is hereby made for a Permit to Construct ( ,) or Repair ( ) an Individual Sewage Disposal System at: J ...................... ., I._ r.i. ..—� [9:.._.....1'�.�.. .�s. �5r a. .�� 4.... .............. ... ,_ ation:Address or Lot No. ..1 .!.l 1. �a.�. • -•---------------------- ---------------------. ......................... 07 Address W l hl . Installer ° Address p Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms.............S.............................Expansion Attic ( ) Garbage Grinder ( ) `4 Other—T e of Building No. of persons............................ Showers — Cafeteria dOther fixtures ..-----•---••-•-•---•--••-----------•-•...-•••-•-•••--.............................................................................................. W Design Flow.....................4 .............gallons per person per day. Total daily flow............ _,. .......... Wx Septic Tank—Liqu>d caPacitYi._� �_gallons Length_ Depth_ Disposalarea Trench--No..................... Width....__.....__.__.. Total Length........._.......... Total leaching area.__.._.........._._.sq. ft. Seepage Pit No..................... Diameterlk.-'.Q.'... Depth below inlet ._'__C'..... Total leaching area —7MZ*'. f . z Other Distribution box (jo, Dosing to ( ) aPercolation Test Results Performed by................. .`� .. .J.r .._ _ ± _ .Date........ .I_a .___ 1_ . a Test Pit No. L._._, ''......minutes per inch Depth of Test Pit.... Depth to ground water... :'~"-_•--___-. Test Pit No. 2..........4-._minutes per inch Depth of Test Pit.__. P L Depth to ground water........... ........... W .................................•...............;............./.. ------ -----------•-------•----••--....... ' D Description of Soil••Q ..— _`'_ � _ �?11 . �.�? �i/ • /0 _.AD,r t. r ca .,—-2 .'? U -' C . `� e : '. ---------------------------------------------•--.. .............. ------- 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 TITLL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance h s ben issued by the bA of health. Si ne = ----------•--------•- ----- /D �APPlication Approved B `�Y .••••• . a -_ --•---V-•---••=•-•---_.. ..._.•••••. e - Date Application Disapproved for the following real nos: - -- ----•--1--------------- -y, ----------------------- .............................................. Date PermitNo................................. .................... sued..........------------------........................... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF .HEALTH .............................:�.........OF........ ,.m .. 1 . ..:aZ.. ............................. f�rr�ifirtt#r ,af (��rnt�rli�nr�e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed O or Repaired by ,....-. --------• I__Y..i has been installed in accordance with the provisions of TITIZ, 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No._ `f::!9s_"_"?............... dated-------- _-_---------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. ��(( DATE.......... ...................................................................... Inspector.... ---------------•-------•----.......--•----•-••...•-- THE COMMONWEALTH OF MASSACHUSETTS BOARD F HEALTH OF..... ..---....#05' A!.---caZ.* No.:.:...... ............ FEE. ;.i* ............. i �r�a l gr Tnntrnrtion rrntit Permission is hereby granted =� n = ---•--•----------------------------------------------•---------------------••---•----•-.----.------•-•--- to Construct ) or Repaiz ( an; ndividual Se."'age Disposal System f' atNo n.. f = ..-. .. ..��l... a� _ ---•-•------....--------------------------------------•-•------•..... Street as shown on,the application for Disposal Works Construction Permit No Dated....w���.'��................. Board of Health DATE-------`------------- /-Z--'.......... ... ........... FORM 1255 HOBBS & WARREN, INC.. PUBLISHERS 1 1 HOS ENGR. ASSOC. INC. P. 0. BOX 15B RAYNHAM CTR., MASS. ,02768 617- B24-036Z rib l( � TO._ I(VL- aCI,Y��---- SUBJECT_.. d- 7Fc5wv—t 40AL ts— MESSAGE DATE^t O. _-..__-___�_L_ 05�,��+��•�w.�._Q�_�1.��c�_I�_I-�-c"�=1�- �i=,—_C�_f�Gq,_.n:Y�_ sG.S�a•.s4s____ _ SIGNEDC,�9.� REPLY OF MAss�c DATE- -- o� WALTER o OLDHAN v #23207, AF-18TER`�°o� _ - _ __ _ -,•- SIGNED--- - _ - -_ ____. I INSTRUCTIONS TO RECEIVER: QUICK REPLY LETTER FORM QRHET•QUILL CORPORATION•3 W ARNOLD LANE•NORTHBROOK,ILLINOIS 60062 1.WRITE REPLY. 2.DETACH STUB S CARBON.KEEP WHITE COPY,RETURN PINK COPY TO BENOER. Log Number: Bottle # B009 Date: l0/24/84 s� BARNSTABLE COUNTY HEALTH DEPARTMENT SUPERIOR COURT HOUSE BARNSTABLE, MASSACHUSETTS 02630 nsa DRINKING WATER LABORATORY ANALYSIS PHONE° 362,2311 EXT. 331 Client: Mike Ready , Collector: Dennis A. Scannell Mailing Address:7--Box 52 RFD #2 Affiliation: D. A. ScannellWell rilling Mashpee. MA 02649 Time & Date of Collection:. 10/22/84, 3:00 Telephone: 477-2811 Type of Supply: well water Sample Location: Lot 371 Turtle Back Rd. Well Depth: 30 'Barnstable Date of Analysis: 1.0 23 8 PARAMETER SAMPLE RESULT RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 , 0 H 5.2 Conductivity (micromhos/cm) 62. 500.0 Iron m) 0.4 0.3 Nitrate-Nitrogen ( m) <0.04 10.0 Sodium m) -- 20.0 I . Water sample meets the recommended limits for drinking of all 'above tested•parameters. II . Based only on results of the parameters tested.for this sample, the water is suitable for drinking but may present the problems checked below: A. Water sample has higher than average levels of Nitrate. ' Future monitoring is recommended (2-3 times'perjear)* to establish any upward trends. B. The low pH of the water may shorten the useful life of the house's plumbing. C. xx Water may present aesthetic problems (taste, odor, staining) due to high iron D. Water 'sample has high levels of sodium. Persons on low sodium diets should consult • their doctor. III. Due to one or more of the reasons checked below, this water sample is. unfit for human consumption: A. High Bacteria B. High Nitrates REMARKS: s CC: Barnstable Board of Health /� CC: - D. A. Scannell Well Drilling Laborat y Director 7/17/84 Explanation of Test Results Total Coliform Bacteria Coliform bacteria are an indicator of the sanitary quality of a water supply. Water supplies may become. contaminated from malfunctioning septic systems•,cesspools and surface runoff. A total Coliform count of zero indicates that your water supply is safe and approved for human consumption. A total Coliform count of greater than zero is most often-the result of accidental'contamination of the sample bottle through improper sampling methods. For this:reason, it would be advisable to retest any well.water that is not approved. PH pH is the measure of acidity or alkalinity of the water. On the pH scale, the number 7 is neutral,less than 7 is acidic and more than 7 is alkaline. The pH of water on Cape Cod tends to be acidic in the range of S.O to 6.5 Conductivity J - Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos' m are . generally considered unacceptable and may have a laxative effect upon users. iron The presence of iron in water in concentration of .3 ppm or greater may: give the water a bittersweet astringent taste, cause an unpleasant odor, often gives the water a brownish color and cause staining of laundry and porcelain. The average concentration of iron in Cape Cod's water is ,2 - .6 ppm. Although the presence.of iron in water may cause the problems listed-above, it is not considered deleterious to health. Iron .may be removed by use of an iron removal systems Nitrate-nitro en The Massachusetts,Drinking Water.Regulations have set a maximum contaminant level for nitrates at 10 ppm: Excessive concentrations may cause methemoglobinemia (an`infant disease).and.have been suggested to form potentially-carcinogenic nitrosamines. Contamination sources include'fertilizers, cesspools and industrial wastes. ' Copper r i Due to the acidic nature of the water on Cape Cod, copper tends to leach from pipes. Thismormally does not present a health hazard; however, concentrations in excess of 1.0 ppm may cause a metallic taste and/or a bluish green stain on porcelain fixtures. r Sodium A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet:.lf the water supply has more than 20 ppm sodium, it is up to the people who are on such a diet to find another source of drinking water or contact their doctor to determine if consuming the,water is advisable. Concentrations exceeding 50 ppm indicate that there may be ocean water or road salt runoff water vetting into the well. 4� F �- �\1 , of 'r Y �; � ,•r � I� .. y t l' r gar ��•7�RlyEGTmI�S�T�EwIi�D ._ f ry f Y : !� �,^r *•rt \\ ' r d E.. ViI;IIJ i�L�.VY\J.Yi�■as ":# 1r *; r 30', " f + ! S fro PbsE-o 4, .WALTER Gn #15128 y' w _ y} 12f CPv� _ ,rgFCISTER�� 1y �M 1;60o t.SrPrlc r 8 \��C w i) -rA to �rX B CCvrh .k �j� q .r . ✓ vt I' .... :r� W�+�'�'�1� „�`� ��'.,. ✓ .� - �t"1'—�_ "- p `L�7.0`•n�.- � 1 +rr rz 1 , ' t�} RN ti p i Tit S PO L P � READ: oS , aG 2 Assoc. I Nc. 12�y�► 1 I 64- Sc��c I 0 r Imo- 3527 i. S s-O. , �I r , 4 ` 10 of5r. gcK ti �G Z� G/V 6a4 GFr• DIAw(. ( o00 � 1 75( Q ea Cow r- L�ActattilC� P, ;- Se per�. Ta K k- 75 75 0.4 a A ,A A ,& 664 Aa A 2Fr E:�. nee ,•; f �.�-sRouNn p Bor. Prr(ELv 82 O Tc Sort, 2 sv Boo„ 10 , c L AY_'y•s 30�� ES IC p�-i-q TEST P�2�-URMED .�vl 311 f3cQ g rrot. of t,, 3 �c.DRoo�?1S, ><.r„� p C,PDy = ' - PEG," �Z • 33C�4 Pp�`(.E;4cNi f � • C-��►rZeA'�E biSPOsqL USE I onO CA,PAG oSA. ID V x 4 -7 Z.Ci P p v i pop 1 V CITE— D l5 Pp 5 LDS S I A' F CaN'E D ( N Acc:oR.DANCE w i Tf-1 ��pv►S1oNS coF TITLE S o T74 SA-55 . GoD�, Zo3 NO C.R 0 U!� WA, n CGUhJ7Z./etiL w� SOILSTR 1 A rA '.F t LEGEND °, NN EXISTING CONTOUR mil' 3075f-F; Sheet X 100.98 EXISTING SPOT GRADE 3 (LOT '971) —G EXISTING GAS SERVICE c I —U UNDERGROUND WIRES i TEST PIT 72, ,^x 1 �i BENCHMARK / q 74-74 76-----L0-T 371 x 79 78 x 79.00~ 52,869f-S.F. o ��_--- _----- Map 63` -----___ ,� 'Pgrce/ 43 ,,,,'_ �a Locus X 7.9' }c 2 - `\ '�' \ \ \ Q nve —� a ♦ \ LOCUS MAP ` \ \ \ NOT TO SCALE -' �-------------- --\\ GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL $6' �' , \ \\ \ d' BOARD OF HEALTH AND THE DESIGN ENGINEER. �' �--�' 9�,_, DECK �� \ \\ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ' CO ^ I �� �� \� X 79100 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE $8 �,co w � �` �\ �\ �� t_-80 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: g0' bO ��'� i cP -310 CMR 15.405(1)(b): '0 �' S r �� �\ `�� \� 0 1) A 2' variance to the 3' maximum cover requirement, for 5' of �1 -- -v2 max, cover. S.A.S. shall be vented and rated H-20. EX/STING ` 92,05�` \�� \\ N g4 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ' 97,3 , i 1_ _ _ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE HOUSE(#361) 9 `� `� `� --I DESIGN ENGINEER. /T.O.F.=99.35E \�� , `�� \� \� v` �,86 4. ANY CONDITIONS ENCOUNTERED pURING CONSTRUCTION DIFFERING 97 48 995, v� ` -01 aoFROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ` -- ENGINEER BEFORE CONSTRUCTION CONTINUES, 95,9 0 y`�� � `\ `_____--° 88 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. EXISTING SEPTIC TANK C 98.85 x ` 8�2- 961 v �` `\ \\ �` 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF (TO REMAIN) 99,06 I \ + \ �� L� 1 90 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 95 � `\ \\ L _ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. TOP OF TANK, EL.=97.87E c L 9� \ 3 4 \ 1NV. OUT=96.54E 99.35 N � �� `� '-98,27\ `\ 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. ( �- TP-1 cp 92 EXISTING LEACH PlT 99.68X O O kl, +.MP / t/ `\ 98,2�� \\\ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. TO BE REMOVED 100 66 �` q9 q ` / ( `�\ �\ �� _-___ .94 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS (SE, ALSO, NOTE 11) 100,55'F �-2� -�� ` (i �� ` AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE �-r--v -'-r- '---- (� �\ DIRECTED BY THE APPROVING AUTHORITIES. 99,0 STONE `� l _--96 SWIN : TI I `� DR4d/�WAY `�� t_____----- 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SET • • ; -- I--i - •._, dL:_ 55 �O.��S A1S¢ -'` � THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING R I 0,74 1 7 99,48 99,24 �8.,68-- _ 9 CONSTRUCTION. 101;35' 1.0 25 10Q 1,1"�2 47 X� 99 11. WHERE REQUIRED, CONTRACTOR $HALL REMOVE ALL UNSUITABLE SOILS x 10L63-----1-0-2�- - 0 101 A. 100.76 �' IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND X �b' �5 99,54 Lm70.02 _ REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). VENT 79.9 x 1 5 � c� � X , luc, IT S O7'00_'00-"-E- 100,81.--'�: 918.31 97,45 98 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL, 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND OF Mgss9C 102.25 -101,95 edge of pavement �0 99.04 97,75 96.74 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. PROPOSED SEPTIC SYSTEM UPGRADE PLAN PETER T. �G� PK SET Benchmark Set 361 TURTLEBACK ROAD MARST4NS MILLS, MA o M CIVILEE N TUR TL EBA CK LANE CEN =98/NE/TOP STEP ' U o. 35109 EL.=98.56 (Assumed) Prepared for: Copewide Enterprises. P.O. Box 763, Centerville, MA 02632 p Engineering by: SCALE DRAWN JOB. NO. �fG/SZE`�� 4t OW R OF RECOED 1"=20' P.T.M. 231-09 Fs Engineering Works, Inc. WALSH, SEAN & JENNIFER L g g d�1 361 TURTLEBACK ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. MARSTONS MILLS, MA 02648 (508) 477-5313 12/23/09 P.T.M. 1 Of 2 { NOTE: TO PREVENT BREAKOUT, THE PROPOSED TING FINISH GRADE SHALL NOT BE < EL.96.33 ROUSTING 1) FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. T.O.F.=99.35.E SEPTIC TANK PROPOSED D-BOX PROPOSED S,A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT CHARCOAL T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE VENT EXISTING F.G. EL.=99.4t F.G. EL: 100.3f F.G. EL: 101.3(MAX.) MAINTAIN 2% GRADE MIN. OVER S.A.S. t.pb• INSPECTION — ——— ——— L = 16' L = 7' PORT ® S=1% (MIN.) ® S=1% (MIN.) 4'SCH40 PVC 4'SCH40 PVC j PROP. S.A.S. D°I 10.38 TO L--------,----- 1�2 14° INVERT EXISTING 46LEVELID INV.=95.87 I"' 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25' i GASABAFFLE INV.=96.11 PROPOSED INV.=95.94 UNITS MUST BE STAMPED H-20 INV.=96.54 D-00 • � SOIL ABSORPTION SYSTEM (PROFILE EXISTING SEPTIC TANK S.A.S.LAYOUT ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS 21" 6-4' POLYSEAL OUTLETS BREAKOUT=TOP 2" 2" 1-e POLYSEAL INLETS NOTES: TOP ELEV.=96.33 INV. ELEV.=95.87 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=95.00 C14 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 2.83' GRADE ON A MECHANICALLY COMPACTED SIX 5' MIN. ABOVE BOTTOM OF T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' INCH CRUSHED STONE BASE, AS SPECIFIED IN View 310 CMR 15.221(2). EXISTING SUITABLE iv Top D—BOX Section 3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=89.8 — MATERIAL 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE SEPTIC SYSTEM PROFILE SEPARATION IONSB OF ETWEEN DEACHrc 36 ROW &UNITS NO SITH TONEO AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 63.25" N.T.S. TYPICAL SECTION 1s^ SOIL LOG 34.5" DESIGN CRITERIA DATE: DECEMBER 17, 2009 (REF#12,794) SOIL EVALUATOR: PETER McENTEE PE WITNESS: DAVID STANTON R.S. NUMBER OF BEDROOMS: 3 BEDROOMS HEALTH AGENT TOP VIEW SOIL TEXTURAL CLASS: CLASS I ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 60" DESIGN PERCOLATION RATE: <2 MIN/IN 99.8 A o„ 100.2 A Q„ END CAP END CAP SANDY LOAM SANDY LOAM FRONT VIEW SIDE VIEW DAILY FLOW: 330 G.P.D. 10YR 4/2 i„ 10YR 4/2 END CAP 89.8 12 99.4 10" REAR/TOP VIEW DESIGN FLOW: 330 G.P.D. B B SANDY LOAM i SANDY LOAM NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW GARBAGE GRINDER: YES—TO BE REMOVED 10YR 5/8 10YR 5/8 DO CHANGEER WIT O T TILE. PRODUCTPRODUCTETAIL MAY APPEARANCE. LEACHING AREA REQUIRED: (330) = 445.9 S.F. 97.3 C 30" 97.5 C 32 Arc 36HC DETAIL 4640 TRUEMAN BLVD .74 PERC HILLIARD, OHIO 43026 H-20 RATED WITH d EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 5 ++ ADVANCED DRANAGE SYSTEMS,INC.® 18" MINIMUM COVER PROPOSED D—BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED M—C SAND M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 4 ROWS OF 5-ADS Arc 36 UNITS WITH No 2.5Y 6/4 2.5Y 6/4 361 TURTLEBACK ROAD, MARSTONS MILLS, MA SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: Capewide Enterprises. P.O. Box 763, Centerville, MA 02632 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN Joe. No. 89.8 120" 90.2 120" Engineering Works, Inc. NTS P.T.M. 231-09 (Arc36HC Units) 20 UNITS X 5.0 LF X 4.80 SF/LF = 480.0 SF ++ PERC RATE <2 MIN/IN. ( C ' HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 G.P.D. NO GROUNDWATER ENCOUNTERED (508) 477-5313 12/23/09 P.T.M. 2 of 2