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HomeMy WebLinkAbout0005 CAPES TRAIL - Health CAPES '�'A . 108-002-004 WEST BARNSTABLE i i TOWN OF BARNSTABLEi LOCATION S^_rJ I �� SEWAGE # ZO05 'bz� �T.LAGE V`tRZI`4� C 1 ASSESSOR'S MAP & LOT 143 Z^ INSTALLER'S"NAME&PHONE NO. W�W Q1T—' kQVQ1� "ZZL (001 SEPTIC TANK`CAPACITY L000 Gat— LEACHING FACILITY: (type)' C��size) NO. OF BEDROOMS BUILDER OR O R W t�1 �C)vV' Q PERMITDATE: 7J 0 COMPLIANCE DATE: `-C (5 0 Separation Distance Between the: -� Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist LSb 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) p Feet Furnished by l i i -a t a5, `� -- l 70` a :Z � t6 � -Z 761 7V 0 6 J b J/ No. "� � �6 it Fee I C THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for Zigool 6potem Construction permit Application for a Permit to Construct( , )Repair( )Upgrade )Abandon( ) O Complete System ❑Individual Components Loc on Address or Lot No. Owner's Name,Address and Tel.Ng, 916 j Assessor's Map/Parcel D f j �In�s�taHer'ssnName,Address,and Tej. /�N,oyr. I `�^]��✓(1 ' / Desig"nerr'sY Name,Address and Tel.No�it�� 1. t; wlvq Type of Building: 01 Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 010 gallons per day. Calculated daily flow 41 ( gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank �� diAl Type of S.A.S. Description of Soil, L��%udlt'JJ Nature of Repairs or Alterations(Answer when applicable) 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 Certifi- cate of Compliance has been issued by this Board,@f Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. A-W— 7�' Date Issued No. Fee- ,: THE COMMONWEALTH/OF MASSACHUSETTS Entered.in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes z ZIPPYication.for Miopo!5al *p.5tem Conztructioti Permit Application for a Permit to Construct( )Repair(1 )Upgrade )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ` Owner's Name,Address and Tel.No. t, a— �,�,rns`�ble - rn ��114-6U-7-a nne. HoU-e-C Assessor's Map/Parcel 'ofj 5 /�i, nos .��.� 1 Installer's Name,Address,and T4.No. — 1'���C Designer's Name,Address and Tel.No. �`0 '3 ;Z f�,Tovr>-51,�fZT Cr�ls-f rtavn e �'�i �ri✓7'� eCcXiw S ` �7r: �o rs f� ?31� Type of Building: � Uu /- j.� Dwelling No.of Bedrooms �7 Lot Size 7 /I.(IJD /sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures t J Design Flow "7�0 gallons per day. Calculated daily flow ! gallons. Plan Date I I—atD "Z)!j Number of sheets Revision Date Title Size of Septic Tank 1060 641 H-1 Type of S.A.S. Its. C�1 Description of Soil I LX.tJ to Nature of Repairs or Alterations(Answer when applicable) 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 Certifi- cate of Compliance has been issued by this Board.:of-Health . Signed Date Application Approved by �� �,/J7 Date Application Disapproved for the following reasons Permit No. 5 d 7 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 I JJ Q:'V- NQ 4*CUC}YQ(*� at i P_tJ�('f 1 has been construct d in ccordance with the provisions of Title 5 and the for Disposal System Construction Permit No.2�ZS 0-t(a dated Z! "Installer [A)M, 1Z ;T/)U f 11`5 Desi ner ' ) C,r L°rt 11 A g � The issuance of this ,ermil shall not be construed as a guarantee that the system,w l f notion as designed. Date ! �'� I`�' Inspector 1�-- _` --------/-------------------------------- No2-(^��� 'Q 7V� Fee �U THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Mi$po5al *pgtem Construction Permit Permission is hereby of ted to Construct( )Repair( )Upgrade( )Abandon( ) System located at (;�� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: -2-1,41 S Approved by e . j TOWN OF BARNSTABLE LOCATION1 1 t� ;" ;SEWAGE # oc6 —6710 VII.LAGE V 3R4i ASSESSOR'S MAP & LOT tbt�i Z" INSTALLER'S`NAME&PHONE NO._W 1W -77ZI (V501 SEPTIC TANK CAPACITY. ' tOOO G4(— L � LEACHING FACILITY: (,ype)\ LjQA AIL` size) .7-NIX �l NO.OF BEDROOMS _ . BUILDER OR O R iNt�l �GVVA� PERMITDATE: �J 0 COMPLIANCE DATE: �-C ti O i Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist �S� 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) JQ Feet Furnished by 105. -- l 70� VZ 76 0 6 - I � g . � _ 8 J Town of Barnstable Regulatory Services I 1 Thomas F.Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: $09-862-4644 Fax: 509-790-6304 Installer&Designer Certification Form Date: �S P Designer. 1 Installer: Address: �31 MQJl JI '51 Address: 2 � _� �J yt�mou5tt- 'rnR o u�S �((�i�kl,S III I�h1 a�� on 3 o'J IZ- � was issued a permit to install a g) septic system at based on a design drawn by a dated `l ' esigner I certify that the septic system referenced above was installed substantial) according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. 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 7 ce uilt by designer to follow. er gnature (Designer's igaature (Affix Designer's Stamp ere) PLEASE EAZ= TO BARNS ABLE UBLI �HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL-NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD AR] tECEIVED BY THE BARNSTABLE PUBLIC HEALTH D SI N. Q:HWth/sapdc/Desipes CatWeedon Form Date: q—l—qg TOXIC AND HAZARDOUS MATERIALS REGISTRATION FORM NAMEOFBUSINESS: 4-TL/'1" n C v-` oral' � ) anY / evel8 m-el)f BUSINESS LOCATION: J J Tr WAA05-hbIg 144 02&eg MAILINGADDRESS: PU, IlU W GI"ml-0-bLe. A/IA- Mail To: TELEPHONE NUMBER: •Jr 3[p2.-V 1 Board of Health CONTACT PERSON: Su unn-e M. 44wers Town of Barnstable P.O. Box 534 EMERGENCY CONT CT TELEPHONE NUMBER: �Q� 3�02_.f�Q Hyannis, MA 02601 TYPEOFBUSINESS:WO f I-a-0in Ij Does your firm store ny of the toxic or hazardous materials listed below, either for sale or for you own use? YES V NO This form must be returned to the Board of Health regardless of a yes or no answer. Use the enclosed envelope for your convenience. If you answered YES above, please indicate if the materials are stored at a site other than your mailing address: ADDRESS: TELEPHONE: LIST OF TOXIC AND HAZARDOUS MATERIALS The Board of Health has determined that the following products exhibit toxic or hazardous character- istics and must be registered regardless of volume. Please estimate the quantity beside the product that you store. NOTE: LIST IN TOTAL LIQUID VOLUME OR POUNDS. Quantity Quantity Antifreeze(for gasoline or coolant systems) 1 of Drain cleaners NEW USED u Cesspool cleaners Automatic transmission fluid Disinfectants --- — Engine and radiator flushes Road Salt (Halite) Hydraulic fluid (including brake fluid) Refrigerants Zn Motor oils � Pesticides ✓ NEW USED (insecticides, herbicides, rodenticides) l Ula,l Gasoline, Jet Fuel Photochemicals (Fixers) Diesel fuel, kerosene, #2 heating oil NEW USED Other petroleum products: grease, Photochemicals (Developer) lubricants, gear oil NEW USED Degreasers for engines and metal Printing ink Degreasers for driveways & garages Wood preservatives (creosote) Battery acid (electrolyte) Swimming pool chlorine Rustproofers Lye or caustic soda Car wash detergents Jewelry cleaners Car waxes and polishes Leather dyes Asphalt & roofing tar Fertilizers Paints, varnishes, stains, dyes PCB's Lacquer thinners Other chlorinated hydrocarbons, NEW USED (inc. carbon tetrachloride) Paint & varnish removers, deglossers l Any other products with "poison" labels 2- ink" Paint brush cleaners (including chloroform, formaldehyde, Floor & furniture strippers hydrochloric acid, other acids) Metal polishes Laundry soil & stain removers Other products not listed which you feel (including bleach) may be toxic or hazardous (please list): Spot removers & cleaning fluids 0 (dry cleaners) Other cleaning solvents Bug and tar removers WHITE COPY-HEALTH DEPARTMENT/CANARY COPY-BUSINESS STOWN OF BARNSTABLE LOCATION SEWAGE #�>� ✓/�,, VILLAGE�� � ASSESSOR'S MAP & LOT��� ®� INSTALLER'S NAME & PHONE NO.,�,C7ZV SEPTIC TANK CAPACITY /0&17, LEACHING FACILITY:(type) (size) 1p NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER Oe1/C.® DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes . I _ � i �o��t (' . � � i i ��� � � �-.� � � T a 7 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , 6_...................OF.......... ��rn� 1t�0�� .................................................. Appliration for Dispusttl lVarks Tonstrurtion ramit Application ids eby made fora Permit to Construct (�[) or Repair ( ) an Individual Sewage Disposal System at: •�_ ... ! .�! .h! ° ......................_........ .� .......................... ...... .... ........... Location-Address or Lot No. p r /... A._.¢E�'.✓]_..._.l JJ.JJ.LXA................................................ ...cxa2.... / Owner Address j ....+�����.e.ri 4 !!. Z�l�.... t�l k' j�[.G. .................. ..... .19 YLYZ............. Installer Address 6 Type of Building Size Lot...... .... .............Sq. feet. Dwelling— No. of Bedrooms.........3..............................Expansion Attic ( 11� Garbage Grinder ( � Other—Type of Building .......k-jP............... No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures .........'?j.t .......................................:........................ ............ �i3 G Design Flow....................�:�................gallons per person per day. Total daily. flow......._........._............._........._..gallons. Septic Tank—Liquid*capacity..!Oco.gallons Length.. `.:(a'.1. Width._-��'.� ... Diameter......t4 ... Depth.....�._P. Disposal Trench—No. ......... Width..f....ia........... Total Length.................... Total leaching area......:�A.....sq. ft. Seepage Pit,No.......I......:...... Diameter..... ..:a...... Depth below inlet....��c:`..... Total leaching area....'?'`l....sq. ft. Other Distribution box ( ) Dosing tank ( ) ....minutes per i ch Depth 1 o Test Pit......i.� . Depth to ground Percolation'Test Results Performed b .. .. rlul f:YJ........ :.'�. Date. ....:......:.............�........•... Test Pit No. 1......2... l.k nc. e.��c� n�ci ecy Test Pit No. 2.... ...minutes per inch Depth of Test Pit.................... Depth to ground water........................ ..-•............................................... Description of Soil.........d G :� 4... : fx%..sE11.s--.._ s.�.._ c ,.,....:' a.._...-...`.� �..cic•L 1 � 1� � ,:�s _ ... Ctnd., .....�'.v'- .. ,tJ �rSlVs�1� A'Yl9CtT' ct ' ... .Q .......................................................... .... .......................................................................................................................... ............................................................................. Nature of Repairs or Alterations—Answer when applicable............? AA:......................................................................... ...........•--•.........................................................................................•--..................................•-•........................---.................---....----- 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 under ' id urt ree no o lace th_e s i operation until a Certificate of Compliance has��a is ed °y e bo o h % a- Sied.. ti- .._. .. ._.... ..°_"' .......... ............... 7 Dp ... Application Approved By. ..:.. ............. ..._ � —. -.. . ..................................................Date Application Disapproved for the following reasons:......................................... .._„......,_, ...................................................................................................................--•-.................................---•........................._........-----...... Datc PermitNo... ........... .......................... Issued.......---•--........... ....... ..1�'�..... Date d THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH � — ......................OF.......... C ........................................... Applirtttion for Disposal Works Tonstrtirtion Vverinit Application is hereby made for a Permit to Construct or Repair ( ) ari Individual Sewage Disposal System at: .... y ... ....... -,Location•Address ��y,rI D!fe_1......./•.4?- ~4......................................:............ ........... ..Q..�� 2t No.�.'l�C� -a•'-•r• � Owner / Ad4s's —vim /'7J��I.�sG ..--.f?'�le.L..F.... �... Installer Address Type of Building Size Lot..-... ....!...:......!•Sq, feet. Dwelling=No. of Bedrooms.._.........?3.............................. Attic ( 11� Garbage Grinder ( a�b Other—Type of Building .......P.`f............... No, of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ........n?Plk...............:.......................:...................................... 3 c Design Flow....................�'�................gallons per person per day. Total daily flow...............5_...._.......................gallons. Septic Tank—Liquid capacity-.Y!?a?.gallons Length.. Width.4.-(�..... Diameter......t j ... Disposal Trench—No, ...u.�P......... Width +`.V.(IZ __........ Total Length.................... Total leaching area......r4?,(t�.....sq. ft. Seepage Pit No.......I......:...... Diameter..... -._...._........ Depth below inlet....0 1:......... Total leaching area.... 3.I....sq. ft. Other Distribution box ( ) Dosing tank ( ) Percolation'Test Results Performed by............-�.:..(rotml�.Y�:.... �.��.0............... Date.... -S:`�.z .--•... Test Pit No. 1......2.......minutes per inch Depth of Test Pit........1.`.......... Depth to ground water..►-n�-•-�.t�cL:;��ti'ec� Test Pit No. 2....!?.f.P:...niinutes per inch Depth of Test Pit.................... Depth to ground water........................ ............................................................. Descri tion of Soil G ..V l (i�..:.m..sEr.s..._. s.i....k:,.l.. .' - zr.. .... ...� t j..... P '..... :�� ....... '-3:E> ' r a_ �..._C`.,..� ..J (ate 1... , . .. .. _. ...... ,....s� ................................. ... rq V.%�A ........................: ...... ..........................................................................................................................r............................................................................. Nature of Repairs or Alterations—Answer when applicable............f`?.J.A........................................................................... .... ....................................................•••...-..._......._.............._.....__.....................--..... ................................................... 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 undersi furthe^ grees not to place the system in operation until a Certificate of Compliance has bee issued be boa e It 1 igned.. r. .... .. ... ..........L... ............. Application Approved B , PP PP y.................. ............. Date Application Disapproved for the following reasons:.................................................. F...... .................................. ^.. ......__......._........ .... .............•-----.........._.....-..... tl Permit No............... Issued........ ...... Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ``•.��' .OF................�; !, ....................................................:.... Tintifirab of Tomptiana THIS IS TO CERTIFY, That the Individual Se . e Disposal System constructed ( ) or Repaired ) by....................:................... .......l .. �,�-- -••.............. . has-been installed in accordance witli�e __ / lto /Aat........ ............ .... f..........._---...................................:................................•sions of TITLE f ^ he Sta a.�T • -ry Code ash ib }n 'Z application for Disposal Works Construction Permit No................� �"". dfhed....------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION pSATISFACTORY. DATE.............._.... ...6 ! " ......... ......�. . ..................... Inspector........:. ... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH OF.......�� %... Disposal Works Tonstrmtion rrrutit t Permission is hereby granted............... to Construct { r Repair ( ) an I idual e posysteIn' � F f at NO............ t �. ;el as shown on thjappli tion for Disposal orksConstruction Permit'No. .. Dateof e t DATE........:.... ............................... FORM 1255 A. N, INC., BOSTON OFFICE LABORATORY 1498 HIGH STREET 176 PLYMOUTH STREET BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324 OLIVEIRA ENVIRONMENTAL LABORATORIES, INC. WATER-WASTEWATER-FOOD-DAIRY PRODUCTS CHEMICAL&BACTERIOLOGICAL ANALYSES TEL (508)697-2650 FAX (508)697-0163 April 6, 1992 L. Wile & Son Drilling Co. 11 Annasnappitt Drive Plympton, Mass. 02367 Source: Well Water - Drilled Well - 21* feet deep-0 gals/min. 11170 Located on the Ross Builders property - 38 Cape Trail - W. Barnstable, MA Analysis Number: 6623 Analysis Date: 3/27/92 Analyte Result MCL Detection Analytical .0 /1 u /1 Limit u /1 Method Benzene ND 5.0 0.1 503.1 Carbon Tetrachloride ND 5`.0 0.1 502.1 1,1-Dichloroeth lease ND 7.0 0.1 502.1 1,2-Dichloroethane ND 5.0 0 502.1 ara-Dichlorobenzene ND 5.0 0.5 503.1 Trichloroeth lene ND 5.0 0.1 502.1 & 503.1 1,1,1-Trichloroethane ND 200. 0.1 502.1 Vinyl Chloride ND 2.0 0.1 502.1 Bromobenzene ND 0.5 502.1 & 503.1 Bromodichloromethane ND 0.1 502.1 Bromoform ND 0.5 502.1 - Bromomethane ND 0.2 502.1 & 503.1 Chlorobenzene ND 0.1 502.1 Chlorodibromomethane ND 0.5 502.1 Chloroethane ND 0.1 502.1 Chloroform ND 0.1 502.1 Chloromethane ND 0.1 502.1 o-Chlorotoluene ND 0.1 502.1 & 503.1 -Chlorotoluene ND 0.1 502.1 & 503.1 Dibromomethane ND 0.1 502.1 -Dichlorobenzene ND 0.5 502.1 & 503.1 o-Dichlorobenzene ND 0.5 502.1 & 503.1 trans-1,2-Dichloroeth lene ND 0.1 502.1 cis-1,2-Dichloroeth lene ND 0.1 502.1 Dichloromethane 0.1 502.1 1,1-Dichloroethane ND 0.1 502.1 1,1-Dichloro ro ene ND 0.1 502.1 1,3-Dichloro ro ene ND 0.1 502.1 1,2-Dichloro ro ane ND 0.1 502.1 1,3-Dichloro ro ane ND 0.1 502.1 2,2-Dichloro ro ane ND 0.1 502.1 Eth lbenzene ND 0.1 503.1 ,Styrene ND 0.1 503.1 OFFICE LABORATORY 1498 HIGH STREET 176 PLYMOUTH STREET BRIDGEWATER, MA 02324 BRIDGEWATER, MA 02324 OLIVEIRA ENVIRONMENTAL LABORATORIES, INC. WATER-WASTEWATER-FOOD-DAIRY PRODUCTS CHEMICAL&BACTERIOLOGICAL ANALYSES TEL (508)697-2650 FAX (508)697-0163 page 2 Analyte Result MCL Detection ' Analytical ug/1 ug/1 Limit ug/l Method 1,1,2-Trichloroethane ND 0.1 502.1 1,1,1,2-Tetrachloroethane ND 0.1 502.1 1,1,2,2-Tetrachloroethane ND 0.1 902.1 Tetrachloroeth lene ND 0.1 03 1,2,3-Trichloro ro ane ND 0.1 502.1 Toluene ND 0.1 503.1 -X lene ND 0.5 503.1 o-X lene ND 0.5 503.1 -X lene ND 0.5 503.1 Bromochloromethane ND 0.1 502.1 -But lbenzene ND 0.1 503.1 ichlorodifluoromethane ND 0.1 502.1 Fluorotrichloromethane ND 0.1 502.1 Hexachlorobutadiene ND 0.1 503-1 Isopropylbenzene ND 0.1 503.1 p-Isopropyltoluene ND 0.1 503-1 Naphthalene ND 0.5 503.1 n-Propylbenzene ND 0.1 503.1 Sec-but lbenzene ND 0.1 503.1 Tert-but lbenzene ND 0.1 5011-1 1,2,3-Trichlorobenzene ND 0.1 501-1 1,2,4-Trichlorobenzene ND 0.1 903.1 1,2,4- Trimeth lbenzene ND 0.1 503.1 1,3,5-Trimeth lbenzene ND 0.1 503-1 Ethylene Dibromide (EDB) ND 0.01 504 I,2-Dibromo-3 chloro ro ane (DBCP) ND 0.01 504 MCL = Maximum Contaminant Level Notes: ND =None Detected,(Below minimum detectable level - MDL) Tested by Lab #MA022 Surrogate Recoveries Compound % Recovered QC Limits 2-Bromo-l-chloropropane 100 80-120 Fluorobenzene 100 80-120 Sample collected by L. Wile - 3/27/92. Sample delivered to laboratory by Tom Fuller of L. Wile & Son Drilling - 3/27/92 at 8:45 A.M. Director y r OFFICE LABORATORY 1498 HIGH STREET 176 PLYMOUTH STREET BRIDGEWATER,MA 02324 BRIDGEWATER, MA 02324 OLIVEIRA ENVIRONMENTAL LABORATORIES, INC. WATER-WASTEWATER-FOOD-DAIRY PRODUCTS CHEMICAL&BACTERIOLOGICAL ANALYSES Telephone(508)697-2650 FAX(508)697-0163 April 6, 1992 L. Wile & Son Drilling Co. 11 Annasnappitt Drive Plympton, Mass. 02367 Source: Well Water - Drilled_Well - 2efeet deep - 20 gals/min. Located on the Ross Builders property - 38 Cape Trail - W. Barnstable, MA Coliform Count /100 ml @ 35 C 0 Membrane Filter S.P.C./ml @35C 170 Color (APC units) -*,-200. Sediment none Turbidity (NTU) 32.5 Odor none Taste metallic pH 6.70 Specific Conductance 420. micromhos/cm mg /liter Total Alkalinity (CaCO3) 15.0 Free CO, 5.70 Total Hardness (CACO,) 84.0 Calcium (Ca) 18.4 Magnesium (Mg) 9.27 Sodium (Na) 16.3 Potassium (K) 1.83 Total Iron (Fe) 6.64 Manganese (Mn) 0.75 Silica (Si02) 10.5 Sulfate (SO,) 12.5 Chloride (CI) 69*.0 Nitrogen - Ammonia 0.42 Nitrogen - Nitrite 0.010 Nitrogen - Nitrate L 0.10 Copper (Cu) _ > = greater than L = less than Sample collected by Mr. L. Wile - 3/27/92. Sample delivered to laboratory by Mr. Tom Fuller of L. Wile & Son Drilling - 3/27/92 at " 4 8:45 A.M. Bacteriologically, this well water is of a satisfactory sanitary standard and is suitable for drinking and domestic purposes. Chemically, this well water is high in iron and manganese content and medium hard. The color, turbidity, and taste are affected by 'the high iron content. All other chemicals tested meet the standards. F83384-1 {Director 1 Q, , The Standard Plate Count indicated the general bacterial population of the well at the time of collection. Coliform Group Bacteria: Significance The coliform group bacteria includes organisms found in the intestinal tracts of warm blooded animals, birds,decaying organic matter(hay, leaves, wood, etc.), the top 2 to 3 feet of the soil, lakes, ponds, brooks, rivers, drainage and types of vegetation. Because the organisms can cause some illness; because the presence of coliform organisms in the water suggests that other more harmful organisms may be present, water containing one or more coliform group bacteria per 100 ml of sample should not be used for drinking or cooking purposes unless boiled 5 minutes or disinfected by other means. This bacteria is of animal origin(intestinal tract)and may be considered as closely associated with disease causing organisms.On this factor, none should be present. Color — APC Units- Ground water ought to be practically free from color. For attractive water- color should not exceed 15 units. Turbidity — NT Units- Recommended limit not to exceed 5 units. Odor&Taste — For water to be of high quality, the water should be odor free and taste good. pH — The pH value defines the concentration of free hydrogen ions in solution. Expressed on a scale extending from 0 or very acid to 14 or very alkaline with 7.0 being neutral. Specific Conductance — Conductivity is a good criterion for measuring the degree of mineralization and assessing the affect of diverse ions on chemical equilibria. Total Alkalinity — The alkalinity of this water represents its content of carbonates and bicarbonates. Free Carbon Dioxide — Well water having a low pH and a Free CO2 level in excess of 50. mg/1 will be corrosive to iron, bronze, brass and copper tubing and fittings. Total Hardness — Standard not to exceed 50. mg/I. Waters having a hardness level of 50 to 100 are in the medium hardness range, over 100 very hard. Calcium -- Calcium contributes to the total hardness of water.Appreciable amounts of calcium salts break down on heating and form scale in boilers, pipes and cooking utensils. Magnesium — Magnesium is a common constituent of natural water. Magnesium and calcium ions are principal contributors to water hard- ness. Concentrations in excess of 125 mg/I can exert a cathartic and diuretic action. Sodium — Recommended limit not to exceed 20 mg/I. Potassium — Potassium concentrations in drinking water seldom exceed 20. mg/I. Total Iron — Standard not to exceed 0.3 mg/I. Manganese — Standard not to exceed 0.05 mg/I.The principal reason for limiting the concentration of manganese is to reduce esthetic and economic problems. Silica — Silica content of natural water is most commonly in the 1 to 30 mg/I. Silica in water is undesirable because it forms difficult to remove silica scales. Sulfates — Standard not to exceed 250 mg/I. Chloride — Standard not to exceed 250 mg/l. Nitrogen — Ammonia is present in variable concentrations in many surface and ground waters. Its occurrence in ground water is generally a result of natural reduction processes. Nitrogen - Nitrite — Nitrite in water poses a health hazard, but fortunately seldom occurs in high concentrations. Waters with a nitrogen - nitrite concentration over 1 mg/I should not be used for infant feeding. Nitrogen - Nitrate — Standard not to exceed 10. mg/I. Nitrate, in high concentrations can and do cause methemoglobinemia or so-called nitrate poisoning in infants. Water with 10 or more mg/I of nitrate is unsatisfactory and is not considered safe for drinking or cook- ing. It is especially dangerous to children and should never be used in infant formulas. Copper — Standard not to exceed 1.0 mg/I. F83384-2 _ BOARD OF HEALTH TOWN OF BARNSTABLE Application-*r Vell Con.9truction3permit Applicati is hereby Uiade f r a perTit-to Construct ( ), Alter ( ), or Repair ( )an individual Well at: ---------- - ------------------------ -------------------------------------------------------------------------------------------------- - _ Location — Address Assessors Map and Parcel — �Q__�____�-�-_--�_ _ �0 S`i-----��--- ---------'- --------------------- Owner Address l - - ' - s------------------------------------------ - ---- - -------------------------------------------- Installer — Driller Address Type of Building Dwelling-------------------------------------------------------------------- Other - Type of Building --------------------------- No. of Persons-------------------------------------------------- of nn !!-- TYpeof Well - N - - ' --------------------------- Capacity------------------------------------------------------------------------------- Purpose of Well----Z)-c k'- —--- ------------------------------------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until Certificate of Compliance has been issued by the Board of Health. Sign - -----------Cr_r - - ------------------------------------- (y - date Application Approved By- ------------------------- date Application Disapproved for the following reasons:----------------------------------------------------- ------_--------------------------- date Permit No.-� Issued--------------------------- --------------------- ---------------- ------ --------------- - ---------------------- - date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of Compliance THIS I TQ C_E TIFY, That the Individual Well Constructed (Altered ( ), or Repaired ( ) by ��_ ------------------- ---------------------------------------------------- ------ ---------- ---------------- --------------------------------------- Installer has been installed in accordance with the provisions of the Town of Barnstable Bo�ar�d]o ealrivate Well Protection �kl Regulation as described in the application for Well Construction Permit No. - - ---- - Dated--------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE----------------------------------------------------------------------------------- Inspector------------------------------------------------------------------------------- �� � � � ---------No. -,--' Fee--="-------- BOARD OF HEALTH TOWN OF BARNSTABLE Zppiication-*rlVeYY C,on5tructionA3ermit Application ispereby ade f r a permi ,to Construct ( ), Alter ( ), or Repair ( )an individual Well at: -- -�- - - --------------------------_- ---------------------------------------------------------------------------------------------------- Location — Address Assessors Map and Parcel ---- -- --------------- --------------------------------- --------------------- -------------------------- Owner Address ------- --------------- ---------------------------------------------------------------------------------------------------- Installer — Driller T Address Type of Building Dwelling------------------------------------------------------------------- Other - Type of Building------- No. of Persons-------------------------------------------------------- 'r - Typeof Well l—'� - �''�_ - - Capacity---------------------------------------------------------------------------------- Purpose of Well ------------ Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Private Well Protection Regulation — The undersigned further agrees not to place the well in operation until Certificate of Compliance has been issued by the Board of Health. Sign4d ---—— ' - ---------- - -- -----------------date----------------- V � — // Qi � date Application Approved By--- = _ - - - =� -------- --date------------ dat Application Disapproved for the following reasons:---------------------------------------------------------------------------------- -------- ------------------------------------------------ - - - - -- —----------------—-----— - --- ------------------------- date Permit No.— !- -- —�-"� ---—---------------- Issued----------------------------------------------------------- --------------------- - ------------ date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate Of (compliance THIS IS TO CERTIFY, That the Individual Well Constructed (VAltered ( ), or Repaired ( ) ' �``,t•�- r,� -------------------- ------------------------------------------------------------------- Installer e-G -" - - ---- -------_-�_- - ------- -- - ---------------------------------------- has been installed in accordance with the provisions of the Town of Barnstable �Board o Healt rivate Well Protection Regulation as described in the application for Well Construction Permit No. ---- --r-�.----- --Dated-------------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------------------------------------------------------------------------ Inspector------------------------------------------------------------------------------- BOARD OF HEALTH TOWN OF BARNSTABLE lVell Con9truct ion Permit No. r--- -------- Fee------------------- Permission is hereby granted)` - -' - ----------------------------------------------------------------------------------------- - to Construct I ), lter ( ), or Repair ( ) an Individual Well at- No- ----------------- ----- -------- -— - ��' �� --------------------------------- Street as shown on the application for a Well Construction Permit No.-------------------------------------------------------------------------------------- Date --y-- ; --------:------------ G Board of Health- DATE-------- t3__/(/� C—/_ - SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) PROVIDE INSPECTION PORT WITHIN rrrE ACCESS COVER (WATERTIGHT) TO 6" OF FINISH GRADE A.H. OJALA, PE ENGINEER: MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 160.0' - 161.0' WITNESS: DAVID STANTON, RS 170.4' RUN PIPE LEVEL 2" DOUBLE WASHED PEAS/TONE DATE: 10/26/04 FOR FIRST 2' r ' < 5 MIN/INCH EXISTING 1040 3 MAX. PERC. RATE _ x 158.0' I 10,840 '° BASEMENT SLAB =. GALLON SEPTIC p'f* I TEE CLASS SOILS P# AT ELEV. 172.0' TANK (H- 10 ) GAS 157.36' cEOnR (RE-USE) BAFFLE 157.53' �� 0 O O a H_20 157.17 DODO 0 0000 a 6" CRUSHED STONE OR MECHANICAL 0 0 0 LOCUS 2' Cl 0 0 CI 0 0 0 0 O o 155.17' „ ELEV. 4 COMPACTION. (15.221 [21) 0 1 61 .0 RTE 6 DEPTH OF FLOW = 4' ( 1 5 y; SLOPE) (1 % SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE FILL TEE SIZES: 24, INLET DEPTH = 10" H-20 CHAMBERS OUTLET DEPTH = 14" SL LOCATION MAP NTS FOUNDATION EXIST. SEPTIC TANK 78' D' BOX 21' LEACHING 48" 10YR 4/4 157.0' FACILITY ASSESSORS MAP 108 PARCEL 2-4 , 6.17' *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL PERC C 1 BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF R LS SEPTIC SYSTEM 4025 96" 2.5Y 7/4 07 0 00. I6°P- C2 175.1 r 149.0' L=21.62' -I I R=25.00' CLEAN SAND .180. + 174.1 - 8.0 CAPES TRAIL 132 1 oYR 5/4 LIST. ( 1+ 6WELLS / �QOO+ 172.0 0 177.9 ISO' 144" 149.0' 143�728 61 R 50' NO GROUNDWATER ENCOUNTERED NOTES: • �O � A, 1. DATUM IS APPROX. NGVD BENCHMARK: USE BASEMENT i78.s ° �-X >i1.3/ / NOT AVAILABLE SLAB AT ELEV. 172.0 1771.6 17 NOT ALLOWED 2. MUNICIPAL WATER IS SEPTIC DESIGN: (GARBAGE DISPOSER IS ) > 7) EXIST. 17�3 169 / DESIGN FLOW: 4 BEDROOMS 110 GPD 440 GPD 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 177.4 DWELL. ^ 8 -- ( ) 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 20 �77.6'� 5 USE A 440 GPD DESIGN FLOW '�s ���� 1 k 1666 5. PIPE JOINTS TO BE MADE WATERTIGHT. >> 2. 17 SEPTIC TANK: 440 GPD 4.5 = 880 n1.9 s5 (`) 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH _MASS. 7 1 D 164 1000 ENVIRONMENTAL CODE TITLE V. \ o /s F-c USE A _ GALLON SEPTIC TANK (RE-USE EXISTING) 163 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT ,50°�1 �� 7 717Ep'BRICK 17 1.171 162 LEACHING: _ 147 TO BE USED FOR ANY OTHER PURPOSE. s 171.8 � y 161 SIDES: 2(39 + 10.83) 2 (.74) 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. s6 9,oRo 747'l71,81. 6 / 160 ROC 39 x 10.83 (.74) _ 312 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT WALLS I PROP. 6 / / 51$B.9 BOTTOM: INSPECTION BY BOARD OF HEALTH AND `PERMISSION OBTAINED POOL 170.0 / __--15s TOTAL. 621 S.F. 459 GPD I 157 USE (4) 500 GAL. LEACHING CHAMBERS WITH 3 ' 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING LEACH PIT + 164.3 ,�-0 + 156 STONE AT SIDES AND 2.5' AT ENDS CO 16 N 155 w 161.1 !1�3.9 LEGEND TITLE 5 SITE PLAN 161.1 R�aNlrRic ROCK SHED 610 + 153 10G.0 PROPOSED SPOT ELEVATION OF5 CAPE' S TRAIL (DESIGN BY \ 152 + 1 4.3 OTHERS) G / �`�� 100x0 EXISTING SPOT ELEVATION PEN 1 0.5 IN THE TOWN OF: i 160. '� p� + 1505 MO APPROX. 35' PROPOSED CONTOUR (WEST) BARNSTABLE co 5 �j , OF 40 MIL LINER AT ^� vj 5' OFF PORTION OF 162.0 '` ��O PERIMETER OF SAS IN 100 EXISTING CONTOUR PREPARED FOR: WRT CONSTRUCTION/POWERS ry AREA SHOWN. TOP AT VACANT ELEV. 58.0', BOTTOM �o + 160.9 AT ELEV. 54.0' 30 p 30 60 90 + 149.2 BOARD OF HEALTH 1 15 MA SCALE: 1" = 30' DATE: OCTOBER 31, 2004 i 1 APPROVED DATE LOT 38 N5 44,604t SF I .�h + 15151.5 off 508-3s2-454t fax 508 362-98M i IH OF Of„�ss9C ZH OF 1,fq c 7, down cape engineering, Inc, �a� ARNE H ARNE y o OJALA H. { CIV L I OJALA N 1 CIVIL ENGINEERS No. 92 No.26348� LAND SURVEYORS 939 main st. yarmouth, ma 02675 su 04-308 AR N H. JA .E., P.L.S. .DATE %/ I 1F GENERAL NOTES EL 82 0 1 20, p0s c©rws ,P7inN or 1. THHS PLAN J S MR INSTALLATION OF NEW SEPTIC. ^rt 1/b=1/7• 79.0 PRDPO�uw GIROUM EL= �'3.5 Gb1� CDyaR9 W �� 2. PLAN R0MUNCE BOOK 462 PAGE 33 74.9 ?" i , , , 45* 5 XA.Y . 6.Of 3. TF�4' PLAN JS IVR INSTALLATION/ REPAIR OF SEP77C SYSTEiK �� "R B 10 a"f • • , , • / • • AND NOT TO BE USED FOR SURVEYING OR ZOAWG PURPOSES: 1 P1Tt fl t/�' 'R rr 9-7, 'ro t'•t! irs: L5- 4. ALL WORK&ANSHIP AND MATMUA.IS SHALL COMM" TO REP, - � �1: DiOz SL = 0.10 tZ01►LDYB - MW 5 AND THE MWN OF BARNSTABLE RULES AND REGULATIONS A,yA 110` = 0.10 pjtwtsr FMR THE SUBSURFACE DISPOSAL OF SEWAGE. LIU P[• 89.B2 1v aecs�h : lr 0 5. ALL COVER TO SANITARY UMTS SHALL BE BROUGHT YV WITHIN I smw t sstsasss � oJWVZVAfAYr ,. 8 87 12 OF F7IYISHED GRADE. EL 8 6. E=TING AND FINAL GRADES SHALL REMAIN E5SENTHALLY THE EL.= 67.12 EL 8 70�'0 0 : o� ss// �1���1�� SAME, UNLESS NOTED BY FINAL CONTOURS. � _ �,= 83.0 0° : oc ��sMJW SMnX EL BS B7 O c` 7 ALL COMP01NEN75 OF THE' SANITARY SYSTEM! SHALL BE CAPABLE 1000 GALLONS OF RTMTANDING H-10 LOADING UNLESS THEY ARE UNDER '25 a 57.0 OR Wt7HIN 10' OF DRIVES' oR PARmwG AREAS. H-20 LOADING �-- DIAL---� " SHALL BE USED UNDER OR A7TIMV 10" OF DRIVES OR PARKING. �� L3ACX P1T TAP �` ��1 UNLESS NOTED. � ; 12 8. ANY MASONRY U.N175 USED Y70 BRING COVERS TO GRADE SHALL l �� BE MORTARED IN PLACE •� �� ao — - — — -- = — 9. NO DETERMIIITANON HAS BEEN MADE AS TO COMPLIANCE WITH BOTMAI OF MT HOLE OR USGS PROBABLE WATER TABLE EL= 71' Z0 DEEDED OR "G REGULATIONS. 0 /APPLICANT I5 TO % \ O O OBSERVED WATER TABLE IN OBTA SUCH DETZRAaNiAlTON FROM APPROPRIATE AUTHORITY. �� NONE MVCOUATERAD 10. T F SEWERAGE SYSTEM INSTALLER SHALL DIG A TEST PROFILE OF HOLE WHERE THE PROPOSED IMCMVG PIT JS' TO BE 3 S � cr � C. � IN • PLACED. THE HOLE SHALL BE DUG FMVR (4) FEET 80 80 �� \ o ) DEEPER THAN THE BOTMA( EL o EVATHON OF THE •H \ a't,, _ / �. SEWAGE DISPOSAL SYSTEM * SEE' NOTE 10 LEACHING PIT, AND INSPECTED BY THE BOARD OF HEALTH AGENT AND/OR ENGBaE'R MR ITS SUITABILITY. 1 �� � \� ��� i � � �\ , `��c?�� NOT TO S C ALE ?TIE DIST. BOX AND PIPES EXITING THE SEPTIC TANK SHALL NOT BE INSTALLED PRIOR TO INSPECTION. TJIE' o. �� % �QO ALL ELEVATIONS ,ASSUMED TOWN AND/OR ENGINEER SHALL BE GIVEN 24 HOURS �� : /�♦ _ DONNA MIOR9NDI WITNESSED Y: INSPECTION NATION AND 0 - � 1 � HEAL TH OF><7CER , ADVANCEDNOTICE A p• � \ �� •�3 / M N o BARNSTABLE • • / '' , JACK LA ERS-CAULEY ENGINEER LOT 37 e l •o- 4 i �o -� ?2 ' sod LOG O .T / ,{ 0 / ' 3 24 92 PETtCOLATION RATE' 2 MIN./ INCH -?.9 •�\ � .5 �� ♦ 6 / I� DATE _�1----- • , B / / A/ _—� �'� ����� /� TEST HOLE 1 EL g1.0 DESIGN DATA: I�OD LOAM & 6 . "A" HORIZON SOIL B ,/ 0 3.0 NUMBER OF BEDROOMS 3 -A ' �/ �—_64 �/ SILTY SANDY -GARBAGE DISPOSAL NONE ,�g3 0' 8.p' SOILS 330 TOTAL ESTIMATED FLOW GPD N. ''ice (,gyp• 62 ( 110 GAL/RR/bAY z 3 BR) 330 G.P.D. _ � 8. GRA VELLY ( 61 SEPTIC TANK CAPACITY 1000 �- w OF Mgsf LEACHING AREA REQUIREMENTS — ��•' , Pain Es SIDE11rALL AREA 113 GALISSF .p 1 4C1y �� �' G ,- IA. T BO"VM AREA 585 GAL/S/F �J� /,/ p� /'� / ♦,' i' //ice i�' � 59 �© No.3 098 o NO WATER ENCOUNTERED LEACHING CAPACITY ( B02-MM & SIDEIPALL) 678 GAL �o / / ♦� Fsr�oNcrsrER s�Qa BOT. AMA- 113 S.F X 1.0 113 GPD L LA SIDE AREA- 226 S.F. X 2.5 565 GPD RESERVE LEACHHIVNG CAPACITY 678 GAL /' _ (xv PROPOSED' CO)MURS PROTECT LOCATION: LOT 38 LOT IL_ -- / / / CAPES TRAM 38 If�_0 i/ _ ROUTE 6A WEST BARNSTA.BLE /� 6 OF kt� �� Y oy,!► �N APPLICAN7� DICK SCHRAEDER �� ' / �' (C i LANDERS-CAU EY ^ // A, Y ' c� CIVIL y - /e, No.35101 CIST 0cv / / AL O YANKE'E SURVEY CONSULTANTS ROUTE / I / � � _ � c��..�; ,M,�.u. � P.0. BOX265,MILLS MA. 02648 s / / �`tS O, MA.RSTO , C � �d 55 - - - 53 APPRO VED.- BOARD OF HEALTH — SCALE 1~ = 3o' rbAT' 4/30/92 i ♦ 0 O LOCU RO UTE 6 I �` c�� ♦ ♦ � REV. REV. �' •�f- DA TE AGENT 61 LOCATION MAP JOB NO. 50129 LLRET 1 OF 1