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Home My WebLink About0070 BISCAYNE DRIVE - Health 7� Biscayne Drive Marstons Mills �1 A= 01'2-013-003 TOWN OF BARNSTABLE ` nn I 'LOCATION `7C� 15is'Ca\ tK-k- :bC. SEWAGE # VILLAGE V�.�`\��5 _ASSESSOR'S MAP & LOT ` E 31 INSTALLER'S NAME&PHONE NO. N�\SCQ)U e SEPTIC TANK CAPACITY IC�C� 3 LEACHING FACILITY: (ty ) QCOC(A (size) NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: `L 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 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 -- } j r t y I . C I , P TOWN OF BARNSTA-BLE LC;CA�I�N' Z'01 1 s m SEWAGE # 53— '' VILLAGE `y i ; G , ASSESSORS MAP & LOT INSTALLER'S NAME & PHONE NO. 1 DAL( 5-6 ,4 It i So Ili - SEPTIC TANK CAPACITY LEACHING FACILITY:(type) /f c�_L 1� rat (size) i `) NO. OF BEDROOMS RIVATTE WE OR PUBLIC WATER BUILDER OR OWNER t j�/) r ele DATE PERMIT ISSUED: r DATE COMPLIANCE ISSUED: T VARIANCE,GRANTED: Yes No ' '�� a� S .. ��,-' f r � "9 � �.) r.�''�f � � � l�' �4 �� '�� ,si �1 i �....�.. �:' � �� t ;;> • P ��,- `I +`�.: t"� i ,i «.` � . � i No .....��......-- � � FEs ......... � THE COMMONWEALTH OF MASSACHUSETTS BOAR® Off` HEALTH � • ........... ..._0F.... ............................... Appliration for Uhipasal Workii Tonotrnrtinn 1hrutit Application is hereby made for a Permit to Construct (>) or Repair ( ) an Individual Sewage Disposal System at o tion-A dyes I,o t No ---------------------------------------- Owner Address C:�l� �4 'I ............................................... Inst ter Address Type of Building Size Lot......_..__ _ Sq. feet U ,Dwelling—No. of Bedrooms................................ .Expansion Attic WO) Garbage Grinder aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) a Other fixtures ___________________________ d � W Design Flow............................... ..____gallons per person per day. Total daily flow............................................-� gallons. 9 Septic Tank—Liquid capacity...10a.gallons Length................ Width................ Diameter__-____.._______ Depth................ Disposal Trench—No..................... 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 .( ) ~' tvercolation Test Resul //,� Performed by-_..l-QJy�..�l��%r%��....fi...��_._.. Date........�O�f��.�............. ,al Test Pit No. 1..4 .....minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ --------------- - . ---------. ............................................................-•-----••------------ i O Description of Soil---------------� ------. c iL v ✓ � ._._._ DESIGNING ENGi�iEEA 1VfUST SllP'ERVISE W1�f �s' J= � �` -- -----.INSTALLATI�SH�(iVD CITfFI( IN iA1�1T11uG x THE SYSTEM-WAS-INSTALLED--Iiq-•STRICT U 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'TTt.-. }of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ued by the board of health. Signed--------- ------ -•-- • ---•------•--- ---.................................. Vate ApplicationApproved By.................................................................................................. ......._7. �,�- Date Application Disapproved for the following reasons-------------•-------------------...-•-------•---•---•-----------------------•-------------------••••...------. ........-•..................................• --••-----------•--•--•--......----...----•-----•----...--------•------------------•-------------------------------------------------------------•-•------ Date Permit No. - Z / ----------------•-•--------_._.. Issued_------------------- Z4_g Date C ............ Fizs............ _......_ THE COMMONWEALTH OF MASSACHUSETTS .� BOAR® OF HEALTH .........OF..... s 1 � �. _§_ .................. Apli irFativat for Disposal Works Taustrurtivat frrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at p - p� Location Address or t No r x .........................••........ } Owner CC Address a Installer � Address y Type of Building Size Lot..... :. 9�U..Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic (4) Garbage Grinder Wr) aa Other—T e of Building No. of persons.......................... Showers YP g ---------------------------- P -- ( ) — Cafeteria ( ) P4 Other fixtures .................................................................................................................................................................................... ......gallons WSeptic Tank—Liquid'capacity__ i2..gallons Length................ Width................ Diameter---------------- Depth................ xDisposal Trench—No..................... 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 ( ) a Percolation Test Resul s Performed by....z_^evv.� f!(� �:f .._. ... "~`I � ..... Date_--------tqf ------------- -v... Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ R+ ---------•. ----•----•-•---------------------•------•-------.._.-.-------.-...----.-._-...----------.---. ---------...... O Description of Soil.............. .. __. ( /� x -----------------------------------------------------------........................... •----------•--------- _. '.. A " , . - f� : .�----------------------------••-•-•••-------••. .. ......... ....... �- -- --------------------------------------------------------------------------------------------- V 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 TTTt..14: j of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beeme —u by the board of health. Signed.. �' j. -7 Date Application Approved B PP PP Y = == ----- -- ........ Q--- a Application Disapproved for the following reasons:.............................................................................................................. ---------------------•-------•-----.....----•------------•--•-------•---.....--------•---....---.........I. Date PermitNo......................................................... Issued-..................Date �` THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH i ...........OF.......... ...... ..... :............................... (9rrtifiratr of watt r�i�attr�e THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ) or Repaired ( } by......... =,. ...... `__¢ � 'Gfi .................................... Installer at......... J. ••_. 1 l 3 1 '' l 6 st f � ----- _ ' has been installed in accordance with the provisions of TIL' r j of The State Sanitary Cods described in the application for Disposal Works Construction Permit No.__,...............�. ........ dated_...._ _.�.-7� ................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FU TON SATISFACTORY. DATE.... r-. .. Inspector-.G!-:":.------------------------------------------------------------------------ - THE COMMONWEALTH OF MASSACHUSETTS BOARQ-•OF HEALTH r NO. FEE. ..................... �t��rus�al urk��uat�trttrttun rrnttt Per 'ssio is hereby granted......... ._. :._. t : . a.ro .----••......--•---------- ------••.......-•••-•...............--..................--- to CdEstruct.r( )or Rep�,lair ( ) an Individual Sew age Disposal System 1f ell at '�TO. _r!".r... .1 .!.;? '!` .._... A . ...71 1f. `*_T st!lva' ...... .t- . Street as shown on the application for Disposal Works Construction Permit .-_..-`�.'�-_. Dated.7,li.. -11- .............. 7 �- c6- DATE................................................................................. Board of Health FORM 1255 HOBBS & WARREN. INC., PUBLISHERS .:..,w.„,......_.,,.. nt of Environmental Management/Division of Water Resources WATER WELL COMPLETION REPORT 1� WALL LOCATION Address /O 7 /S�L1 y1 e- �i2 Zk City/Town MA Ls-h, -s r 1/S 2 G.S.Quadrangle Map Grid Location 1 Owner [�-✓�`t�zyl yH - 2 ��0 Address g3BX tS Yd C2n�t�r yl//e., WELL USE CONSOLIDATED WELL Domestic" , Public ❑ Industrial ❑ Type of Water-bearing Rock Other Water-bearing Zones Method Drilled /7ti 4�!— 1) From To 2) From To Date Drilled /O -d-) - 3) From To -- 4) From To CASING Depth to Bedrock Length 60 Diameter l/ Type /9Kc UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing'Materials Feet below land surface 44 Sand: fine❑ medium❑ coarse,[ Date measured /D-a-7-97 Gravel: fine❑ medium❑ coarse[] GRAVEL PACK WELL Screen: Yes ❑ No Slot# 10 length ',3 from (90 to63 Split Screen (or 2nd screen) WATER QUALITY TESTS MADE slot length from to Chemical ❑ Biological .9 Depth To Bedrock PUMP TEST Drawdown feet after pumping days hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To 0 ° el m o J /S DRILLER m d S Firm ° a Address ` �3 city Re istration No. c�- d operator's tiignature Please print tirmly CUSTOMER COY isM-z 84-176471 Log' Number: Bottle #� D 167 Date:____Oc=tober 30, 1987 BAR BARNSTABLE COUNTY HEALTH AND ENVIRONMENTAL DEPARTMENT SUPERIOR COURT HOUSE V BARNSTABLE, MASSACHUSETTS 02630 o • l►tASS DRINKING WATER LABORATORY ANALYSIS PHONE: 362-2511 Ext. 337 Client: Greenbriar Development Corn. Collector: Fred Clifford mailing Address: Box 510 Affiliation: Well Driller Centerville, MA 02632 Time & Date of Collection: 10/28/87. 7:00am Telephone: Type of Supply: Well Sample Location: lot 14, Risrayne Dr- Well Depth: 63' Marstons Mills, MA Date of Analysis: 10128187, 11 .00am PARAMETER 'SAMPLE RESULT _ RECOMMENDED LIMITS Total Coliform Bacteria/100 ml 0 0 P—IL- ----- 5.5 Conductivity (micromhos/cm) 53 500.0 Iron ( m) 0.1 0.3 Nitrate-Nitro en ( m) 0.2 10.0 Sodium ( m) 6 20.0 I . XX _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 per year) to establish any upward trends. B. The low,,pH of the water may shorten the useful life of the house's plumbing. C. Water may present aesthetic problems (taste, odor, staining) due to 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. Hiq h Nit rates The Barnstable County Health and Environmental Department shall not endorse any statements REMARKS: Interpretations or conclusions made by anyone else concerning these results without written consent. Aborato�yZD—irector CC: Barnstable Board of Health CC: Fred Clifford Well Drillers 117185 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 huinan 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 alkalinityof 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 5.0 to 6.5. Conductivity Conductivity is a measure of the dissolved salts in solution. Amounts in excess of 500 micromhos/cm 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. 2 - .6 m. Although the presence of iron in water may The average concentration of iron m Cape Cod's water is . pp g p cause the problems listed above, it is not considered deleterious to health. Iron may be removed by use of an iron removal system. Nitrate-nitrogen The Massachusetts Drinking Water Regulations have set a maximumcontaminant 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 Due to the acidic nature of the water on Cape Cod, copper tends to leach from pipes. This normally 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. I Sodium A concentration of sodium over 20 ppm is only of concern to people who are on a low sodium diet. If 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 getting into the well. LEVY, ELDREDGE & WAGNER ASSOCIATES, INC. ENGINEERS-LANDSCAPE ARCHITECTS-PLANNERS LAND SURVEYORS 889 WEST MAIN STREET CENTERVILLE,MASSACHUSETTS 02632 (617)775-2244 April 4, 1988 The Greenbrier Corp. P. 0. Box 510 Centerville, MA 02632 Dear Mr. Covill; Transmitted herewith are three (3) copies of the as-built septic system for Lots 14 & 20 Biscayne Dr. Barnstable, MA. The septic system has been installed as indicated on the enclosed plan. Very truly yours, LEVY, ELDREDGE & WAGNER ASSOCIATES Paul e ; PAL/mlw #1027 88 WAVERLY STREET FRAMINGHAM,MASSACHUSETTS 01701 tn.ant Of Environmental Management/Division of Water Resources WATER WELL COMPLETION REPORT . 1 /� WA LL LOCATION � • ' f/ Address /Q�I l y I- I S CAt4 rf 4-- 11-- City/Town r4*t-SS t �5 G.S.Quadrangle Map � Grid Location • Owner�T/2t ��brf A-t'L �Y �m�?Mowt� r� Address i6tlX lS'/D WELL USE CONSOLIDATED WELL Domestic 0, Pubtic❑ Industrial Type of Water-bearing Rock Other Water-bearing Zones Method Drilled 4y 4 E•!-- 11 From To 2) From To Date Drilled /O -c?r7 - 3) From To CASING 4) From To Length-- Diameter a„ _ Depth to Bedrock (_ Type /PVC_ UNCONSOLIDATED WELL t STATIC WATER LEVEL Water-bearind Materials Feet below land surface_ Sand: fine❑ medlumo coarse• ( Date measured_/O-g " ->�7 Gravel: fine medium❑ coarse[] GRAVEL PACK WELL Screen: Yes No Slot 1 /Q length S from !?O to(- Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Slot# length from to Chemical 0 Biological Depth To Bedrock PUMP TEST Drawdown feet after pumping days hours at GPM. How measured Recovery feet after I hours. LOG of FORMATIONS COMMENTS:(On well or water) Materials From To �0 5 DRILLER h d S Firm c ( Mks W ,yam Address a CL . (03 City Registration No. i ease print irm y perator s Signature CUSTOMER COify t5M28a' _ i i� p/ lF�` W joALu: (508)790-621 Cbnrnrinioen TELEPHONE, 77A=7.1a �Of�i4XYomG TOWN OF BARNSTABLE BUILDING INSPECTOR / TOWN OFFICE BUILDING ` HYANNIS, MASS. 02601 August 26, 1991 • 1 Mr. James M. Burke Barnstable Road Nominee Trust P. 0. Box 2427 Hyannis, MA 02601 RE: A=2.95-006.00B, A=295-006.000, A=A=295-006.00D 12 Thornton Drive, Barnstable Dear Mr. Burke: Please be advised that two (2) means of egress are required from the apartments located at 12 Thonrton Drive, Barnstable, as per Section 609 of the Massachusetts Building Code. Whereas the apartments are located in a building of mixed occupancy the different uses must be completely separated by fire walls in accordance with Section 213. of the Massachusetts Building Code. Until these Code requirements are met and approved by the Building Department, Health Department and the Barnstable Fire Department the apartments must not be occupied. Very truly yours, Alfred E. Martin Building Inspector AEM/gr cc: Barnstable Fire Department I, tn.;nt of Environmental Management/Division of Water Resources WATEWWELL COMPLETION REPORT W LL LOCATION • Address )-O'L y !S C4t7 n-e City/Town M t9-r't-s4&"S t k G.S.Quadrangle Map Grid Location Owner_l"iesio lj,t 'n-- Mon r� Address k34x "Iye) (!a ✓t �� O d-!o 3 WELL USE CONSOLIDATED WELL Domestic Public❑ Industrial❑ Type of Water-bearing Rock Other Water-bearing Zones Method Drilled lqy G e l— t) From To 2) From To Date Drilled /D 3) From To 4) From To CASING rt Depth to Bedrock Length tw_Diameter c�- Type 19I-C—. UNCONSOLIDATED WELL STATIC WATER LEVEL Water-bearing Materials Feet below land surface 44 Sand: fine❑ medium❑ coarseK Date measured /O-a7 72 Gravel: fine❑ medium❑ coarse❑ GRAVEL PACK WELL Screen: Yes El No Slot# /Q length V from &0 to(93Split Screen(or 2nd screen) WATER QUALITY TESTS MADE Slot# length—from—to Chemical ❑ Biological 5� Depth To Bedrock PUMP TEST Drawdown feet after pumping days hours at GPM. How measured Recovery feet after hours. LOG of FORMATIONS COMMENTS: (On well or water) Materials From To r O o � d m E )o 3 /,f DRILLER S d 5 � Firm lfb Address 63 City Re0stration No. t� Aerator s ignature Please print rrm y CUSTOMER COY 15M.2 84' 20 FT. MIN. TOP OF FOUND. SOIL TEST EL. _ 10 FT- MIN DATE OF SOIL TEST WITNESSED BY CONCRETE 4" SCH. 40 P. yC PIPE CLEAN SAND PERCOL ATION RATE L MIN. INCH COVERS MIN PITCH I/8` PER FT. -X><n CONCRETE OBSERVATION HOLE I OBSERVATION HOLE 2 4`. CAST IR N PIPE 12 COVERS ' 2" LAYER OF ELEV. = 76. I ELEV = ' (OR EQUAL, MIN. 76x I/8"- 1/2" WASHED �.D ;�� E S�a�or � PITCH 1/4 PER FT STONE _ o 3' wt r� coo C;t2it v k L. t�4�.117 FLOW LINE EL = -7 10 cv MEAIvM SAlt> MIN. I q 1 EL.= 20' EL. = 73• / 40 LEVEL = MIS EL= 73• _ I- 14. 5` Q. � uj DIST. Li EL EL - 0 BOX o 0 o Z WATER AT 1'a EL.= r'pl •( WATER AT EL.= c 3/4"— 1 1/2" •o° bw G -,) coo GALLON WASHED STONE ® 00 U- 0 0a • • SEPTIC TANK w DESIGN CALCULATIONS e v EL = PRECAST LEACHING _j NUMBER OF BEDROOMS 3 BASIN OR EQUIV. ? GARBAGE DISPOSAL UNIT N o�v 2 c o DIAM. I- TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE o Q c GAL/BR /DAY x BR.) 32v GAL /DAY NOT TO SCALE REQUIRED SEPTIC TANK CAPACITY 495 GAL. r ACTUAL SIZE OF SEPTIC TANK I n GAL. RE CT M i►J.� BOTTOM OF TEST+H0LtE- OR USGS PROBABLE WATff? TABLE EL = LEACHING AREA REQUIREMENTS OBSERVED WATER TABLE EL.= -- SIDEWALL AREA - �AL./S.F. BOTTOM AREA GAL./S.F. LEACHING CAPACITY ( BOTTOM+ SIDEWALL) 542 L_ GAL. LEGEND ( 2 ' 14x. 5 x o x 2,S j�-(3.14k 5 x 5 x LOT 3 EXISTING SPOT ELEVATION O0,c0 � � RESERVE LEACHING CAPACITY T4 GAL f � EXISTING CONTOUR --- L FINAL SPOT ELEVATION ® NOTES: FINAL CONTOUR 00 3' 'v► 1 SOIL TEST LOCATION 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.G.E. ` 1 UTILITY POLE �- TITLE 5 AND THE TOWN OF BAKkISTA U._ RULES AND i REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE, TOWN WATER W --®=W ALL COVERS TO SANITARY UNITS SHALL BE TO 2. BROUGHT H I _ t A._��ri 13A,IN WITHIN 12" OF FINISHED GRADE . 1 1 �� IL EXISTING_\22� 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSEN:'IALLY THE SAME. L,j j I __ i 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H— 10 LOADING UNLESS THEY ARE UNDER OR r! WITHIN 10 FT OF DRIVES OR PARKING AREAS, H-20 GOADING _ l MIN FRONT SETBACK SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING. MIN. REAR SETBACK 5. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE U` la�io ass 77 _ MIN. SIDE SETBACK SHALL BE MORTARED IN PLACE. I zrAG1� PT 1+ \t.. Sa NJ6. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH r;=, loan �A►-�` ra:sr DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO rA , _ ---- OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. t5'+ UI 7 HCK i Z E v E ACT L 0 le F LEA0_H u APPROVED : BOARD OF HEALTH i�.` TA 7 U4. r5 \ . I _ , DATE AGENT _ �,�,, ." Ems -- 7L9(a I 4 _ PROJECT LOCATION, WELL CAS c ? WELL APPLICANT, THE 4REENBR!CR 2 DEYC E Vc/E L L 0--- 1 - �- � � ' Levy, Eldredge & Wagner Associates Inc. Engineers Landscape Architects Planners Land Surveyors 889 West Main Street - Centerville Mo. 02632 ' ' rVh VV t. L L '- LOCATION MAP Jo. N.O. I -� [SHEET OF