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470 Title 5 Application/Permits 1987, Test Pit Data, Water Quality AnalysisA we say in all our reports: prospective buyers of propergy should always taste the well water and make any and all other observations about the well, water, locations, 'etc. to their complete satisfaction. ..before buying. HOWARD RESEARCH LABORATORIES HARLAN A. HOWARD. M.S. MEMOIR 01 AMERICAN PC RUC HEALTH AS•OC. •MERICAN ASSOC. CLINICAL CHEMISTS TELEPHONE LH], 1110.0643 Mr and Mrs. Peter W. Kelley Nov. 20, 1987 470 North farms Rd. Florence, Ma. 01060 Dear Mr. and Mrs. Kelley: The water sample which you brought here Nov. 16, 1987 has been analyzed bacteriologically according to the Official American Public Health Standard Methods . WATER ANALYSIS REPORT Results of tests indicate good bacteriological quality. As tested, suitable this water sample would be considered for drinking purposes . 0 Coli type bacteria in 100m1 of your water sample. 0 Coli required in 100m1 of water for good drinking water. Chemical Tests: pH was an excellent 6.9 which is almost at the neutral point of 7.0 The best range is from 6.5 to 7.5pH Total "ardness was an expected 85 parts per million. Hard water starts Total Iron was 5.0 parts ; however, this is a newly drilled well which has not been pumped out. When this well is put to use we expect that this iron content will be greatly reduced. The sediment of rock particules etc, will clear out soon. Total i ianganese was the usual trace. Total salt was a good 30 parts per million which is well within good drinkingt44hagtAg The sodium would be some 12 milligrams per liter or less which is far undei the 20 milligram limit. Total Nitrates was a very good 1.5parts. Had the amount been 10 parts or more then the nitrates woul d have been of potential harm to pregnant women and/or infants. No problem here. Total Nitrites was just a trace. Color was normal. Turbidity will be fine once the well is put to use. Very truly yours,A+s noted above we expect the ground rock sediment from the drilling procedure to clear quickly too. In short, a very pleasing set of test � / results. No well water is perfect. Many people would love to have a well (/ water this good. Your well driller, Henshaw, has a good iron removal unit which can be installed at any time in the future should you ever Harlan A. Howard, B.S. , M.S.wish to do so. If you have questions, please phone me at Director of Laboratories your convenience. Water sample collected by Renshaw and marked Lot 1# Thank you for the opportunity to be of service. `aid by Check No. 104# Laboratories Certified by Mass. Dept. of Public Health ---- Medicare No. 22-8026 at 120 parts. J.A. Gracia Engineering 41 Briggs Street Easthampton, MA 01027 (413) 527-5290 December 6, 1987 Neil Kelley 'Uorth Farms Road Northampton, Mass. 01060 Re : Terc . Test on lot adjacent to 505 North Farms Rd , N' ton On May 14, 1987 , 1 performed deephole and percolation tests on the above mentioned property in conformance with the Massachusetts Environmental Code Title V. Results are as follows: Test Pit #1 Top Soil 0 - 12" Subsoil/ 12"- 36" silty till Gray sandy 30 _ 48" till Medium Sand 48" - 72" Fine Gray 72" - 90" Sand Gravel Till 90" - 120" Groundwater @ 7' No Ledge Perc . Rate: 4 Min/Inch @ 60" Board of Health inspector: Peter McErlain It is my opinion that the deephole and percolation test results meet the requirements of Title V. Test Fit //2 Top Soil Subsoil/ silty till Cray sandy till Medium Sand Fine Gray Sand 0 - 12" 12" - 36" 36" - 48" 48" - 72" 72,E - 90,E Gravel Till 90" - 120" Groundwater @ 7' No Ledge Yours truly, James A. Gracia, FE Fx t- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH CtTy' JF /Vot 72/i9Mfl J Oration fur Qi6pn0a1 Marks QlnnStrttrtintt lnrttttt Application is hereby made for a Permit to Construct (X) or Repair ( ) an Individual Sewage Disposal System at: A%RTH FA/ems gorn> +70 istorrif r rAe xo v Location•Address —PE.T..€./....(4 L.L E Y sa er f Building Type o g Dwelling—No. of Bedrooms 3 Other—Type of Building Other fi Address 2) Address Size Lot ar %ctcatsrsegt Expansion Attic ( ) Garbage Grinder (>L ) No. of persons Showers ( ) — Cafeteria ( ) xtures 1.116-6 Design Flow SS gallons per person per day. Total daily flow �atlons. Septic Tank—Liquid capacity{s5 .Q.gallons Length t© Width._. Diameter Deotlr4 _4i3.Q sq. ft. Disposal Trench— No. Width../.i� 'Coral Length .35 Total leaching area q. Seepage Pit No Diameter Depth below inlet Total leaching area sq. it. Other Distribution box (is ) Dosing tank Percolation Test Results Performed by_..,f_A__ 'LL At PE Date 5' /4'87 Test Pit No. 1 4 minutes per inch Depth of Test Pit id Depth to ground water._ Test Pit No. 2 minutes �/per inch Depth of Test Pit_.. Depth to ground water 7 Description of Soil €.5.47.e— ,ln.4 6€214:2? Nature 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 TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation Application Approved By Ace has bee by the board of h .h until a Certificate o omp Compliance pP y 'lle '®r 11-j' Da Application Disapproved for the following reasons Permit No Date Issued_ Date ,ill WNO/, $. • 1132/04 10(ill ON vi tii0 � •/ ' r pplirtttiun fur Bispnnal IF nail Tunsirurtinn Permit l ill, . Applhation is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal Systeti at: NeSta Fe-A4 S 72b t� ,...p I/-Lotat on-Addr ss rETIrJ�._. E�.{r fY CHECK OR FILL IN WHERE APPLICABLE THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH CITY orNORTHAM?TQN 4 7 o ) are i?rits i e r::) . /c ) Installer Address } Type of Building Size Lot 4 Cos os — S .i ct Dwelling— No. of Bedrooms 3 Expansion Attic ( ) Garbage Grinder (() Other—Type of Building No. of persons Showers ( ) — Cafeteria ( ) Other fixtures qq Design Flow .a..5— gallons per person per day. Total daily,flow TPA" gallons. Septic Tank—Liquid capacib%5 L2.gallons Length #"0 Width_..t5, e Diameter Dep�eth_. Disposal Trench—No. Width /a Total Length 3.5' Total leaching areaha.Sa .sq. ft. Seepage Pit No Diameter Depth below inlet Total leaching area_ sq. ft. Other Distribution box (V) Dosing tank ) // 7 Percolation Test Results Performed by %U 6)e404 PE Date....S- 4-B Test Pit No. 1 ¢ minutes per inch Depth of Test Pit AG ' Depth to ground water 7 Test Pit No. 2 minutes per inch Depth +oaf Test Pit Depth to ground water Description of Soil ..5-64- ."1 T. Z.CQ.ei.i�.F..l.� Nature 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 TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of ComRliance has been issued by the board of Bealtl i 'Signed Application Approved By Date lication Disapproved for the following reasons• Dat ISStted.. _ Data THIS IS TO CERTI THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH C I TYor..N QR.T.HAM.P.Z=> Qlrrtifiratr of fdomplinare hat the Individ ewage wsrosal yst co her by F 3r�7�1�i X struct ( ) or Repaired ( ) aty 1........._._ has been installed in accordance with the provisions of TIT " 5 ooffThe State Sanitary Coae2s-desciibeEan the application for Disposal Works Construction Permit No !L -5(.4 dated {.� -.���y-- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTWU AS q#GUXRANYy THAT THE SYSTEM WILL FUNCTIOq $SAATISFACTORY. 3 -c� %, -�.t� /✓t. �" DATE / 1/.b{ Inspector THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - ' C.ITYor .N.O.R.THANIEIQN No Myna} orkkelmi,$trurtion Permit Permission,is hereby granted to Constru ff / )Mr- r. (. )- aL individual/Seirage Disposal System at No as shown on the application for Disposal Works Construction Permit No Dated Fsa Board of Health DATE FORM 125 A. M. SULNIN, INC., BOSTON