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HomeMy WebLinkAbout0107 RED OAK LANE - Health , , �a 107 Red Oak Lanen A= 127-043—WOO W. Barnstable No. 4210 113 BLU f Dan + ESSELTE 1 0J a o 0 L 0 T 15 PLAN REF.- 398164 �FP �pssr�sow I/'_=NCANT ASSESSORS MAP 127143 Of 4�, °j z ��' P'A. f ME9ITHEW y �a i O O150 - o wB " / ice; pECISTER�� e,W LN 0y 116 - 114 0 RED OAK 108 — —/ C BASINS 106 I LANE Y I 104 102 100 98 PROJECT L OCA T/ON 96 — — — c0 \'c— 107 RED OAK LANE d P�ur�s WEST BARNSTABLE,, MA. c��f! ,✓ — s2 — � �� w 90 — — ZARE�48,561 OT 14 / \\\ UTILITIES APPLICAN T.- I r MICHAE'L CRE'VIER e f'Rpp �L S _ - —� \\.. - °TAIX YAW E SUR VE Y CONSUL TAN TS P.O. BOX 265 / 278 4� (�C UNIT 5, 408 INDUSTRY ROAD \ \ \ \ ?j3 i MARSTONS MILLS, MA. 02648 \ LOT 13 � i 1 PH.(508)428-0055 — FAX(508)420-553 r 8 9 N0. �® TOWN OF BARNSTABLE DATE J Y y� t H C a1 RECEOVEI' OFFICE OF FEE MAY 6 1997 BOARD OF HEALTH RECEIVED BY /►1IfT1 out TOWN OFBARNSTABLI 387 MAIN STREET 0 9. HEALTH DEPT \, HYANNIS,MASS.02601 VARIANCE REQUEST FOR14 ALL VARIANCES MUST BE SUBMITTED EEN I5 DAYS PRIOR TO THE SCHEDULED BOARD OF HEALTH MEETING NAME OF APPLICANT Tst' No, A,14It ADDRESS OF APPLICANT NAME OF OWNER OF PROPERTY Sly d J J SUBDIVISION NAME DATE APPROVED ASSESSORS MAP AND PARCEL NUMBER /d-7 43 LOCATION OF REQUEST 7 Q�K tf, &Y' &&S - SIZE OF LOT ¢ E(O S4•FT WETLANDS WITHIN 200 FT.THS VARIANCE FROM REGULATION(List Regulation) C� Lin A s /� '% s Cn 44 REASON FOR VARIANCE(MaY attach if more space is needed) ��� lwrL l�ur�6,� r�rF�IGt1C E �oqq o l �2 ��u�( fto ���1clG,' en/ �N M`U T BEUB ITTBD CLEARLY PLAN - FOUR CO PI OF PLA OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL BRIAN R. GRADYp R.S. t CRAIMN SUSAN a.- RASRp R.S. JOSBPH C. SN0Wp M.D. BOARD OF RRALTR TOWN OF BARNSTABLR to" LOT 15 PLAN REF. 398164 �s \ RES. ZONE: 'RF" VANCANl ASSESSORS MAP 127143 OFF LTP 2 PAUL MEWHiew No.32M c� 9.Qy r o �P 1 O O_ S19� C� @ �t�� '�FGISTE�`O Qa� � 114 112 RED OAS 0 �— 108 — I C.BASINS LANE 106 ` - Igel 104 102 9 100 PROJEC T L OCA TION 98 107 RED OAK LANE -- 96 \7 WEST BARNSTABLE, MA. / �L 2 / \\ 0�\ � -- A PPL I CA N T- 80 __ LOT 14 / _ UTIL�IES ,��z PRO AREA=48,561 _ \ _�� o TAKE MICHAEL CRE VIER YAWEE SUP VE Y CONSUL TA N TS P. O. BOX 265 / c v UNIT 5 403 INDUSTRY ROAD \ \ / 77 � 6 4 , MA RS TONS MlL L S, MA. 02648 LOT 1 3 PH.(508)428-0055 - FA X(508)420-5553..:.:::..:..: 8 9 NO. . 4, r� TOWN OF BARNSTABLE DATE INC °' RECEIVES � OFFICE OF FEE MAY 6 1997 "� BOARD OF HEALTH RECEIVED BY 1l1JfT1 rua TOWN OF BARNSTABLE 039. HEALTH DEPT 387 MAIN STREET �4b �, 8 HYANNIS,MASS.02601 VARIANCE RE LIES FORK ALL VARIANCES MUST HE SUBMITTED FINGEBN (1S1 DAIS PRIOR TO THE SCHEDULED BOARD OF HEALTH nMEETI NAME OF APPLICANT 14164hel +�e��� T8L• p0. 4_ ;�� ADDRESS OF APPLICANT NAME OF OWNER OF PROPERTY 5A4 SUBDIVISION NAME DATE APPROVBb ASSESSORS MAP AND PARCEL NUMBER `a?/43 LOCATION OF REQUEST /6 7 DAK �f' �' �e2�lS4!, SIZE OF LOT ¢ (D SQ.FT WETLANDS WITHIN 200 M YNO� VARIANCE FROM REGULATION(List Regulation) ��� REASON FOR VARIANCE(May attach if more space is needed)�INj- ®_ 6dC4�OAI AJ2 k wo ci try c�l PLAN - FOUR CO IES OF PLAN MUST BE SUB ITTED CLEARLY OUTLINING VARIANCE REQUEST. VARIANCE APPROVED NOT APPROVED REASON FOR DISAPPROVAL BRIAN R. GRADY, R.S. t CHAIRMAN SUSAN G. RASRF R.S. JOSEPH C. SNOWp M.D. BOARD OF HEALTH TOWN OF BARNSTABLE TN E TOWN OF BARNSTABLE �F T�� OFFICE OF DAB3lTABL i BOARD OF HEALTH .1 MA/d p 1639. `� 367 MAIN STREET �0 MpY HYANNIS, MASS.02601 May 16, 1997 Michael Crevier 96 Cinderella Terrace Marstons Mills, MA 02648 RE: 107 Red Oak Lane, West Barnstable A-127-43 Dear Mr. Crevier: You are granted a conditional variance from the Board of Health Private Well Protection Regulation. The variance will allow you to construct an onsite well at 107 Red Oak Lane, West Barnstable eight (8) feet away from the property line, in lieu of the required ten (10) feet separation distance required. This variance is granted with the following conditions: (1) You shall submit revised plans which are stamped and signed by a registered sanitarian or professional engineer, prior to obtaining a well construction permit at the Public Health Division Office. (2) The well shall be sealed properly in order to reduce the potential for contamination from the road run-off and other sources. This variance was granted because you stated the original proposed well location in the western section of the lot would have been difficult to reach and would require major excavations in order to bring well drilling equipment into that area, "greatly altering the natural landscape of the lot." Sincerely yours, y SusanR.S. k,11 ' Chairman Board of Health Town of Barnstable SGR/bcs crevier TOWN OF BARNSTABLE �Z LOCATION �� t-4. SEWAGE # VILLAGE » ASSESSOR'S MAP &LOT I2 7-J3 woo INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 1 Z-�© 'teC4*1t,0 (size) �J NO.OF BEDROOMS BUILDER OR OWNER /o L 4: PERMrrDATE: OL0n ` "- l COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 3-p r1 Ile, `l No. 7r© ,.ti Z f 0�l Fee /a0. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer.: 1/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppfication for Migpont *pgtem Construction Permit Application for a Permit to Construct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components ' Location Address or Lot No. f C7 � p Owner's Name,Address and Tel.Nam Assessor's Map/Parcel w �&ttr ` 1 Gil Installer's 1�3t"reo. � '"" Desig�is N�ss d Tel. V J � rp Type of Buff ing: Dwelling No.of Bedrooms _ Lot Size `f�tsq.ft. Garbage Grinder( ) Other Type of Building 4, No. of Persons I Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow(2 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Kb M �p--Type of S.A.S. t L � p� Description of Soil ° �'r°� `� �3 u� 0� 0.'vl Q° ncL, 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 viron a de and not to place the system in operation until a Certifi- cate of Compliance has been issued by of He Signed Date Application Approved by Date -- / Y1 7— Application Disapproved for the following reasons Permit No. 9 7-7 2® Date Issued Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V t Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Migpool *pgtem Conztructton Permit Application for a Permit to Construct( 1,4epair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. '�-7 Owner's Name,Address and Tel.Now VI) / � }-n IUl� �11�w� Assessor's Map/Parcel w D o -77 —6 Installer's Iya�ie,Ad re Te.No. t c5 Designer'sN Addss a Tel.No. Li a-2 r O Type of Buil mg: Dwelling No.of Bedrooms _ Lot Size ysq.ft. Garbage Grinder( ) Other Type of Building H 6�4_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures " Design Flow 1. gallons per day. Calculated daily flow :3 7 C2 gallons. Plan Date y 1 [ b Number of sheets Revision Date Title Size of Septic Tank K c) Type of S.A.S' ). l_ Description of Soil' "� 33� X4 DYE r 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 Environmeplal Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b�t�]�BAo do f Healt', /� iSigned Date Application Approved by4 - Z29 Date Application Disapproved for the following reasons Permit No. 9 7-7 Z© 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 at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 9'7-7 ZO dated /Z/9'`97 Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date C1 ✓qi Inspector f .. ------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mmigogal * tem Congtruction Permit Permission is hereby granted to Construct(L-rkepair( )Upgrade( )Abandon( ) System located at 16 [✓ , 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 t. Date: / Approved b f TOWN OF BARNSTABLE O , N SEWAGE LOCATIO VILLAGE • ASSESSOR'S MAP`8c LOT 2 ly,.Wno INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) zz (size) NO.OF BEDROOMS BUILDER OR OWNER r .. PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and-Bottom of Leaching Facility. Feet Private Water Supply Well and Leaching Facility (If any wells exist on site nor within 200 feet of leaching facility) Feet Edge of Wetland andn..eaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ro H i 1 i I 1 j ENVIROTECH LABORATORIES, INC. MA Cert. No.: M-MA 063 449 Rte.130 Sandwich, MA 02563 (508) 888-6460 1800-339-6460 FAX(508) 888-6446 Barbara bara Crevier LOCATION: 107 Red Oak Ln. ADDRESS: 31 North Rd. W. Barnstable, MA. W. Yarmouth, MA. COLLECTED BY: SAMPLE DATE: 8-20-97 SAMPLE TIME: 1:30 WATER SAMPLE TYPE: New Well DATE RECEIVED: 8-20-97 LAB I.D.#: 978358 WELL SPECS.: 220' RESULTS OF ANALYSIS: Parameters Units Recommended Results Method • Limits Confluent 9222 B Coliform bacteria /100ml 0 7 43 4500 H+ pH pH units 6.5-8.5 120.1 Conductance umhos/cm 500 180 mg/L 28.0 14.0 200.7 Sodium 0.13 4500-NO3 E Nitrate-N/Nitrite-N mg/L 10.0 0.34 200.7 Iron (Dissolved) mg/L 0•3 200.7 0.05 0.426 Mangonese(Dissolved) mg/L See attached report. Volatile Organics 2 524.2 Toluene ug/L 1,000 COMMENTS: Coliform exceeds maximum contaminant level. Manganese are not a health hazard, but can cause taste, Iron and g staining and odor problems. WATER IS NOT SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. w Date 4Roaid J. Sa Laboratory ector <=less than >=grea ter than TNTC=too numerous to count GROUNDWATER ANALYTICAL EPA METHOD 524.2 Volatile Organics (GC/MS) Field ID: 978358 Lab ID: 17718-01 Project: Crevier/107 Red Oak Batch ID: VM2-1661-W Client: Envirotech Sampled: 08-20-97 Cont/Prsv: 40mL VOA Vial/HCl Cool Received: 08-20-97 Matrix: Aqueous Analyzed: 08-22-97 PARAMETER CONCENTRATION REPORTING LIMIT (ug/L) (ug/L) Dichlorodifluoromethane BRL 0.5 Chloromethane BRL 0.5 Vinyl Chloride BRL 0.5 Bromomethane BRL 0.5 Chloroethane BRL 0.5 Trichlorofluoromethane BRL 0.5 1,1-Dichloroethene BRL 0.5 Methylene Chloride BRL 0.5 trans-1,2-Dichloroethene BRL 0.5 1,1-Dichloroethane BRL 0.5 2,2-Dichloropropane BRL 0.5 cis-1,2-Dichloroethene BRL 0.5 Bromochloromethane BRL O`5 Chloroform BRL 0.5 1,1,1-Trichloroethane BRL 0.5 Carbon Tetrachloride BRL 0.5 1, 1-Dichloropropene BRL 0.5 Benzene BRL 0.5 1,2-Dichloroethane BRL 0.5 Trichloroethene BRL 0.5 1,2-Dichloropropane BRL 0.5 Dibromomethane BRL 0.5 Bromodichloromethane BRL 0.5 cis-1,3-Dichloropropene BRL 0.5 Toluene 2 0.5 trans-1,3-Dichloropropene BRL 0.5 1,1,2-Trichloroethane BRL 0.5 1,2-Dibromoethane (EDB) BRL 0.5 Tetrachloroethene BRL 0.5 1,3-Dichloropropane BRL 0.5 Dibromochloromethane BRL 0.5 Chlorobenzene BRL 0.5 1,1,1,2-Tetrachloroethane BRL 0.5 Ethylbenzene BRL 0.5 m+p-Xylene BRL 0.5 o-Xylene BRL 0.5 Styrene BRL 0.50.5 Isopropylbenzene BRL Bromobenzene BRL 0.5 Bromoform BRL 0.5 BRL 0.5 1,1,2,2-Tetrachloroethane BRL 0.5 1,2,3-Trichloropropane BRL 0.5 n-Propylbenzene (Continued) Page 1 of 2 GROUNDWATER ANALYTICAL EPA METHOD 524.2 Volatile Organics (GC/MS) Field ID: 978358 Lab ID: 17718-01 Project: Crevier/107 Red Oak Batch ID: VM2-1661-W Client: Envirotech Analyzed: 08-22-97 PARAMETER CONCENTRATION REPORTING LIMIT (u9/L) (ug/L) 2-Chlorotoluene BRL 0.5 1,3,5-Trimethylbenzene BRL 0.5 4-Chlorotoluene BRL 0.5 tert-Butylbenzene BRL 0.5 1,2,4-Trimethylbenzene BRL 0.5 sec-Butylbenzene BRL 0.5 1,3-Dichlorobenzene BRL 0.5 4-Isopropyltoluene BRL 0.5 1,4-Dichlorobenzene BRL 0.5 1,2-Dichlorobenzene BRL 0.5 n-Butylbenzene BRL 0.5 (DBCP) 1,2-Dibromo-3-chloropropane BRL 0.5 1,2,4-Trichlorobenzene BRL 0.5 Hexachlorobutadiene 0.5 BRL Naphthalene 0.5 0.5 1,2,3-Trichlorobenzene BRL QC SURROGATE COMPOUND SPIKED MEASURED RECOVERY QC LIMITS Dibromofluoromethane 10 10 95 % 86 - 118 Toluene-d8 10 10 97 % 88 - 110 % 4-Bromofluorobenzene 10 10 101 % 86 - 115 BRL = Below Reporting Limit. Method Reference: Method 524.2 - Measurement of Purgeable Organic Compounds in Water by Capillary Column Gas Chromatography/Mass Spectrometry, Methods for the Determination of Organic Compounds in Drinking Water, US EPA EPA/600/4-88/039 (1988). Page 2 of 2 ENVIROTECH LABORATORIES, INC. -- ,--MA-CERT.-NOB-M-MA-063 ' - 449 Rte. 130 - - - - Sandwich;MA 02663 -- 508(888-6460) 1-800-339-6460 FAX(508)888-6446 CLIENT: Crevier LOCATION: 107 Red Oak Ln. ADDRESS: 46 Jackson Ave W. Bamstable MA Centerville MA 02632 COLLECTED BY: Client SAMPLE DATE: 11-17-97 SAMPLE TIME: WA WATER SAMPLE TYPE: New Well DATE RECEIVED:11-17-97 LAB I.D. #: 9711231 WELL SPECS.: N/A RESULT S OF ANALYSIS: Parameters Units Recommended Results Method Date Analyzed Limits Coliform bacteria /100ml 0 0 9222 B COMMENTS: Date4qnald J. S i Laboratory irector <=less than >=greater than TNTC=too numerous to count No. - - ---- ---- - 1 N&yf A & Fee----- ---------._...- BOARD OF HEALTH TOWN OF BARNSTABLE Application JforlVelr Congtruct ion Permit Application is here y de for pe it o Con r ct ( ), It r ) or Repair ( )an individual Well at: oc t-on — Address 0 — — Assessors Map and Parcel _ ------------------_— _ ------ wner Address - ----_--------------------------------------- ------------------------------------------------------------------------------------------------ 4 Installer Driller Address Type of Building 4• Dwelling---------------------------------------------------------------- Other - Type of Building -- ------ No. of Persons----------------------------------------------- Typeof Well--—---- -- - - --- - -- - Capacity--------------------------------------- - - - - ------ Purposeof Well---------------------------------------------------------------- Agreement: The undersigned agrees to install the aforedescribed individual well in accordance with the provisions of The Town of Barnstable Board of Health Priv e Prote n Regulation - The undersigned further agrees not to place the well in operation until a Cer ' t .of C mp ace a issNed by the Board of Health. Signed -- - - - --- --- - -- 0 date Application Approved By - —- --- - - - date Application Disapproved for the following reasons:---------------------------------------- - - -------------— -- - - --------------------- — - ----------- ----------------- -- - ------------------------------------------------------------------------------- - - ----------- date PermitNo. -------------- Issued—---------------------------------------------------------------------- date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) by---------------------------------------------------------------- [n to--r------------------------- ------------------------- ------ --------------- at-_____-_C_ _-has been installe6 in accordance with the provisi ns of the Town of arnstable Bo Health He lth P ' to Well Protection Regulation as described in the application for Well Construction Permit No. __'_ X-ted--- ---------------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. DATE------------------—--- -- — - ---- - -- Inspector----------------------------------------------------------------------- 77 IT- No. Fee----- ----- -- -- - BOARD OF HEALTH "( ' TOWN '.OF BARNSTABLE .S Application-*rVell Con!6tructionA3ermit Application is hereby defo pe it o on i`ct ( ), It r ), or Repair ( )an individual Well at: --- —---------------------------------------------------- - ' oc tion - AddressT` O As§essors Map and Parcel — — — --— — —— —---—------------------------------------------- ---------------—---------- -------------------- r caner Address C Installer Driller Address ! Type of Building ' I Dwelling F Other - Type of Building----------------------------------- No. of Persons-------------------------------- - - i -- ---- I Type of Well--------------------------------------------------------------- Capacity-------------------------------------—------------ t 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 Priv a Pr ote n Regulation — The undersigned further agrees not to place the,well in operation until a Cer ' t .of C I mp is ce a issuled by the Board of Health. Signed e date Application Approved By ----- ®-- - - -- -- -------------- date •t i Application Disapproved for the following reasons:----------------------------------------- ---------------------------—----- ------------------------------------------------------------------ date PermitNo. -- —----------------- Issued-----------------------------------------------------—--------------------- t date BOARD OF HEALTH TOWN OF BARNSTABLE Certificate ®f Compliance THIS IS TO CERTIFY, That the Individual Well Constructed ( ), Altered ( ), or Repaired ( ) - ---------- � In to r 1, I /7 -----� --Q - - - has been installed in accordance with the provisions of the Town of Barnstable Bo r He It !rate ' to Well Protection Regulation as described in the application for Well Construction Permit No. -- d... -----------.......... .t i i, THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE WELL SYSTEM WILL FUNCTION SATISFACTORY. r DATE----------------------------------- -------- Inspector-------------------------- --------------------------------------------- e f �. 'yr.++�w. ��u�w►.r.n.iM.r-�wg.r.rM..f..+.rF.Mww.r.�.r.wiw.l�w�e..eiia wMYr.MMR!��s�sMK+I�'-!!�'+.aE'+M!/G � ...- .. ..:. ��.r.��4R��� R BOARD OF HEALTH TOWN OF BARNSTABLE VrIl Con5truct ion Permit 4 No. - ---- --- ..� a mI� � � Fee----- ------------ Permission is hereby —�� + — - - 1- / l - ------------ ` Ygranted to Construct ), Alter ( or R air ( ) n I divi u e as sho licatio Xo-rla Well Construction Permit No. ---•- -- - — — - Dated -- --- - -- ---------------------------------- C ` Board of H t DATE-- - D - - —------------ E f� - Jr'S 1 LOT .15 PLAN REF. -398164 ss RES. ZONE. »RF VANCANT ASSESSORS MAP 127143 b � TP�2 ACE LANE �J OF TP t 00 is IIF-Rffmm LOCUS MAP _ __-_= o ✓ \ Rr4a 32M q P �p SAKE OFE SS1��O� OPO =_HOISE - 114 / =.EL112.0= 112 OAK RED 110 / Cb BRGC€ ' G ¢� — 108 —. i / \ 1 C.BASINS L ANE hURPH 106 -� � 104 tx 109 100 0 a PROJEC T L OCA TION 98 �rr 10 RED OAK LANE' _ 96 r WEST BARNSTABLE, MA. 94 / \ 90 LOT 14 / \ UTILITIES A PPL ICAN T B8 AREA=48,561 r F 4- - MICHAEL CRE VIER t ST 8Q �' YA NKEE SUR VE-Y CONSUL TA N TS P. O. BOX 265 UNI T 5, 40B INDUSTRY ROAD 8.4 ¢O NOTE. WELL OFFSET VARIANCE GRANTED o \ \ \ 2 BY BOARD OF HEALTH 5115197 MARSTONS MILLS, MA. 02548 STAKE PH. (508)428-0055 - FAX(508)420-5553 LOT13 , 3° 4 E - SCALE. 1 =30 DA TE. 4112196 5 5 �'• -o_ HSE REV.- 5/19/97 "ELL REV. ,h CATION 'SEPTIC SYSTEM LOCATION o � . BY OWNER 106 NO. 50923A SHEET 1 OF 2 EL. = 112 TOP OF FOUNDATION - 20 MIN. - COVERS MUST BE BROUGHT 4" SCHEDULE 40 P. V.C. TO WITHIN 6" OF FINISHED 10' MIN. GRADE ( MIN. PITCH 1/8 PER FT. 111 CONCRETE CO VERS ! 1B"_1 0E 2 VENT CONCRETE COVER 111 WASHED STONE REQUIRED 4 CAST IRON PIPE 6" MAX / , PITCHOR 1/4 PER FT.M CLEAN SAND 9 FLOW LINE . MIN. 107 50 INVERT 1 10" MIN. 14 / r�l— 2.0' °° o a o 0 0 0 0 ° ° o INVERT / L uJ 1 LEVEL ° INVERT GAS BAFFLE EL•=109.50 f INV RT ° ° ° o 0 0 0 o a o°o° INVERT ° . ° ° ° EL.=104.5 EL.=109. 75 --- EL.= 109.25 EL.= 109_ ` DISTRIBUTION - INERT 1500 __GALLONS EL. 107 _ BOX INSTALL WITH CULTEC ALL SIDES ' 330 SEPTIC TANK PLACE ON FIRM COMPACTED BASE, TO BE WATER TESTED 5.50 OR ON 6'" OF STONE IF MORE THAN ONE OUTLET } PLACE ON 6" STONE 3/4" TO 1-1/2" SOIL ABSORPTION PROFILE OF WASHED STONE S YSTE.M SAS SEWAGE DISPOSAL SYSTEM V. _____ BOTTOM OF TEST HOLE ELE = 99 ' NOT TO SCALE NO OBSERVED WATER TABLE (4/0196) ELEV. =_99 n OBSERVATION HOLE 1 ELEV. = 114__ OBSERVATION HOLE 2 ELEV=112__ PERCOLATION RATE _<_5_ MIN./ INCH AT 48 _ INCHES DEPTH HORIZ TEXTURE COLOR MOTT. I OTHER DEPTH HORIZ TEXTURE COLOR MOTT. OTHER GENERAL NO TES 0"-10" A SANDY LOAM IOYR 3-2 0"-10" A 'SANDY LOAM IOYR 3-2 10"—36" B LOAMY SAND 1 O YR 4-6 10"—36" B LOAMY SAND 10 YR 4-6 36"-84 Cl SILTY 210Y 6-6 PERC 36"-72 CI SILTY 210Y 6-6 1) ALL WORKMANSHIP AND .MATERIALS SHALL CONFORM TO D.E.P. MED. SAND 72 MED, SAND TITLE 5 AND THE TO WN OF B_ARNSTABLE RULES AND 84 "156" C2 MEDIUM SAND 10 YR 7-4 156 C2 MEDIUM SAND 10 YR 7-4 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. NO WATER NO WATER 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DATE OF SOIL TEST APRIL 16, 1996 SOIL TEST DONE BY BRUCE G. MURPHY, R.S. 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. 4) ANY MASONAR Y UNITS USED TO BRING COVERS TO GRADE SHALL DESIGN CA L C ULA TIONS.' BE MORTERED IN PLACE. NUMBER OF BEDROOMS . . . . . . . . 3 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH GARBAGE DISPOSAL . . . . . . . . . NONE DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO TOTAL ESTIMATED FLO W OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ( 110 __GAL./BR./DA Y x _3 BR.) 330 GAL/DA Y 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR F IS TO CALL 'DIG— SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SIZE OF SEPTIC TANK . 1500 PRIOR TO COMMENCING WORK ON SITE. GAL 7) CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS DESIGN PERCOLATION RATE . . . . . < 5 MIN./IN. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . 74 GAL/DA Y/S.F. 8) PARCEL IS IN FLOOD ZONE—___X 9) LOT IS SHOWN ON ASSESSORS MAP 127_ AS PARCEL _43___. LEACHING CAPACITY 470 GAL/DAY 10) DEEP AND PERC TEST TO BE PERFORMED A T TIME OF INSTALATION. RESERVE LEACHING CAPACITY . 470 GAL/DA Y ((36x12.3)x. 74)+((36+36+10 3+12.3)x. 74x2) PAGE 2 of 2 JOB NUMBER 50923_-- ----- �f � VENT LOT 15 PLAN REF. 398164 VANCANT ASSESSORS MAP 127143 � oP� 4�,e tips0� 9 y �' of .. ACE LANEOpel- LOCUS 11AP 50 1 1 V�A�y / �_==== --- 0 0' ------- _- _ ti p0 HO BRACE 114 _==== -- t1__-- \1 / M PHY e No.749 112 . RED OAK O - `— 108 V I C9ASINS LANE 106 _-• 104 / I l 100 100 9� 0 / o o \_ a PROJEC T L OCA TION 9 98 — 107 RED OAK LANE 96 \ WEST BARNSTABLE; MA. 94 — / 92 — _ � �90 -- - \ Qo A PPL I CA IV T'OT 14 II TIES AREA 48,561 sTA MICHA.EL CITE'VIER o / YANKEE SUR VE Y CONSUL TA N TS P. O. BOX 265 UNIT 5, 405 INDUSTRY ROAD --- 6o / 2�8' . MARSTONS MILLS, STAIfE �. \ MA. 02648 PH. (508�428-0055 - EA X(508)420-5555 LOT 1� ,� 54"E o SCALE.- 1 =30, DA TE-� 4/12196 HSE REV.' SEPTIC SYSTEM LOCATION TA BY OWNER JOB NO. 50923A SHEET 1 OF 2 112 _ TOP OF FOUNDATION t> 20' MIN. COVERS MUST BE BROUGHT 4 SCHEDULE 40 P. V.C. TO WITHIN 6•' OF FINISHED 10' MIN. GRADE MIN. PITCH 1/8 PER FT. 2"LA YER OF 111 CONCRETE CO VERS 1/8"-1/2 ANT REQUIRED CONCRETE COVER 111 WASHED STONE 4" CAST IRON PIPE 6" MAX i P�TCH�/4 PER I FT.M N CLEAN SAND 9 MIN. FLOW LINE 107. 50 INVERT 4 10 14 MIN. �/ 2.E 0 0 INVERT / 0zo 0 0 0 0 0 0 0 0 0 0 LEVEL 0 0 / EL.=109_50' IN ' INVERT o o 0 0 0 0 0 0 000 EL.=104.5 IN GAS BAFFLE — EL= 109. 75 EL.= 109.25 EL.= 109 DISTRIBUTION INVERT 1500_---GALLONS EL.= 107 _ INSTALL 4 CULTEC CHAMBERS-RECHARGE 330 WITH 4' OF STONE ON ALL SIDES. SEPTIC TANK BOX PLACE ON FIRM COMPACTED BASE, TO BE WATER TESTED 5.50 OR ON 6" OF STONE IF MORE THAN ONE OUTLET PLACE ON 6" STONE 3/4'• TO 1-1/2" SOIL ABSORPTION PROFILE OF WASHED STONE S YSTEM (SA S) SEWAGE DISPOSAL SYST]ElVI , BOTTOM OF TEST HOLE ELEV. __99__ NOT TO SCALE NO OBSERVED . WATER TABLE (41,ql96) ELEV. =—99 OBSER VA TION HOLE 1 ELEV.= 114 OBSER VA TION HOLE 2 ELEV. =112__ PERCOLATION RATE <5_ MINI INCH AT 48 _ INCHES ` DEPTH HORI TEXTURE COLOR IMOTT I OTHER DEPTH HORIZ TEXTURE COLOR MO TT OTHER GENERAL NOTES 0"-10" A SANDY LOAM 10 YR 3-2 0"-10" A SANDY LOAM 10 YR 3-2 10"-36" B . LOAMY SAND IOYR 4-6 10"-36" B LOAMY SAND IOYR 4-6 �,f 4 36,, 84' C1 SILTY 210Y 6-6 PERC 36 -72" C1 SILTY 210Y 6-6 fA 1) ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. MED. SAND 72 MED. SAND TITLE 5 AND THE TO WN OF BARNS7ABLE____ RULES AND 84 "156" C2 MEDIUM SAND 10 YR 7-4 156 C2 MEDIUM SAND 10 YR 7-4 REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6" OF FINISHED GRADE. NO WATER NO WATER 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN DATE OF SOIL TEST APRIL 16, 1996 SOIL TEST DONE BY BRUCE G. MURPHY, R.S. 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4) ANY MASONARY UNITS USED TO BRING CO VERS TO GRADE SHALL DESIGN CALCULA TIONS.' BE MORTERED IN PLACE. NUMBER OF BEDROOMS . . . . . . . 3 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH GARBAGE DISPOSAL . . . . . . . . NONE DEEDED OR ZONING REGULATIONS. OWNER/APPLICANT IS TO TOTAL ESTIMATED FLOW OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. ( 110 -_GAL./BR./DAY x _3-- BR.) 330 GAL/DA Y 6) UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCA VA TION CONTRACTOR IS TO CALL "DIG- SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS SIZE OF SEPTIC TANK . 1500 GAL PRIOR TO COMMENCING WORK ON SITE. 7) CONTRACTOR IS -TO VERIFY GRADES AND ELEVATIONS AS WELL AS DESIGN PERCOLATION RATE < 5 MIN./IN. SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. EFFLUENT LOADING RATE . 74 GAL/DAY/S.F. 8) PARCEL IS IN FLOOD ZONE __=X" . 9) LOT IS SHOWN ON ASSESSORS MAP 127_ AS PARCEL _43 LEACHING CAPACITY 470 GAL/DAY 10) DEEP AND PERC TEST TO BE PERFORMED AT TIME OF INSTALATION. RESERVE LEACHING CAPACITY . 470 GAL/DAY ((36x12 3)x. 74)f((36f 36f12.3*12 3)x. 74x2)PAGE 2 of 2 <IOB NUMBER 50923_ J i Alm •�l i I f Y I� i f I �i P r