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HomeMy WebLinkAbout0107 WOODSIDE ROAD - Health 107 Woodside Road Marstons.Mills A = 127 026 No. o��f�3-Uss� Fee$5 0. 0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered m computer: 1� Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for ]Diopool *pgtem Construction Permit Application for a Permit to Construct( )RepaigX-.0 Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 1 0 7 Woodside Road Owner's Name,Address and Tel.No.5 0 8—4 2 8—1 31 5 sons % 8i"" F,'7,M a9-;02668 James H. Burlingame 107 Woodside r /02(o '-Road -W-es'-�a-rns table. rotas:-O`26,68 Installer's Name,Address,and Tel.No.5 0 8—7 7 5— 3 3 8 Designer's Name,Address and Tel.NoJC F ng i n e e r i n g J.P.Macomber & Son Inc. 5 Roundhill 'BLVD Fast Wareham Box 66 Centerville,Mass. 02632 M.ass. 02538 508-273-0377 Type of Building: Dwelling XX No.of Bedrooms I Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow-3 G;Pn gallons per day. Calculated daily flow3 X 1 1 0-3 3 0 GPD gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Ex is t in cl 1000 Type of S.A.S. Description of Soil Sandy loam Fine medium sand 371° Cl a= 1 nrrai-Prl "anrj i c b Qi nag rnmnvoCj anC3. r-Qplaced With. ^3oan perlcable sand.. Per title five requirements- Nature of Repairs or Alterations(Answer when applicable) 2— T42n 500 gallon 1 Panbi n7 chambers ?a 'X1 2_ 9 °X2 ° Plus giy® foot dig out all around and unrlPr 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 'o of lth. Signed Date 2/3/0 3 Application Approved by \ '.i. Date 3 3 ° 3 Application Disapproved or the Mowing reasons Permit No, au(1 Z—U_5� Date Issued � o ,�1 p o. �'��U 3-os -5 �' 1 ,� Fee 5 0.00 • THE COMMONWEALTH OF MASSACHUSETTS' Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Yes Ztp privation for �Digool *p!5tem Conttruction Permit Application for a Permit to Construct( )Rep*4X)6 Upgrade( )Abandon( ) ❑Complete System ❑Individual Components i Location Address or Lot No. 107 Woodside Road Owner's Name,Address and Tel.No.5 0 8—4 2 8—1 31 5 "Asses�RAIRMAMA'? Q 08 James Ti. Burlingame 107 Woodside 127/o26 zS048 Installer's Name,Address,and Tel.No.5 0 8—4 2 3 3 3f 8 Designer's Name,Address and Tel.No.JC Engineering S.R©Madolilb&k BLVOn Inc. 5 Roundhill BLVD East. Wareham 504-19598588rville,Mass.02fr32 Mass.02538 508-273-07.3 Type of Building: Dwelling XX No.of Bedrooms 2 j Lot Size sq.ft. Garbage Grinder( ) Other Type of Building 'N No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow 1104- 0 GPI gallons per day. Calculated daily flow2X1 10=220 GPD gallons. Plan Date Number of sheets 1 r Revision Date Title ./trnf Size of Septic Tank Ex i_s t-i.na 1000 r Type of S.A.S. Description of Soil Sandy loam Fine medium sand 39" CIA,, 1 ncatondi and is baing removed edi and replaced with -1--in oer6ble sand. Per title five requirements. ' Nature of Repairs or Alterations(Answer when applicable) I— N7fl qnn dxallnn laaohi rr chamboars a91X12, u1X21 Dla's fame fnni- y dia-.out allJarouncd and under 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 issu d by this 'o of alth. Signed -P Date 2/3/0 3 Application Approved by 'W• f tu Date a/3/° 3 or Application Disapproved the following reasons Permit No. a Ut/ U�J� Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE-MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Co strutted( )Repaired(?�X�,Upgraded( } ) Abandoned( )by J.P.Macomber & Son Inc. at 107 WoodsideRRvad tges_t 13ar�ta151e, as'4 '1 n t has been cons cted in accordance with the provisions of Title 5 and the for Drspos�m Construction Permit No.g>Uu 3-y T-.5� dated? �0 . Installer J.P.Macomber & Son isle. -Designer JC Encli.neerinq The issuance of this permit shall not be construed;as'ta guarantee that the system��f�� sib' d.Date 2�6/01 f Inspector y d L No. ;)o0 Z ' UST Fee$5 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS &.5p $al *p$tem Con0tructton Permit Permission is hereby granted to Construct( )Repair)(X*9)Upgrade( )Abandon( ) System located at 107 Woodside Road We erns a e ass 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:Cgnstruction must be completed within three years of the date of this permit. Date: �/ 3/�3 Approved by 1 J�� 1.J� A _ � r . TOWN OF BARNSTABLE LOCATION O 7 b 00"S i Q e RC JQ SEWAGE # U VILLAGE LV e S I" A A AIS 7h I5 L PASSESSOR'S MAP & LOT I Vl -O 2G INSTALLER'S NAME&PHONE NO. - 44 A C U ZI e t- S 0 All j SEPTIC TANK CAPACITY %_ C] 0 L 1-0 LEACHING FACILITY: (type) 4 a /V R. e .Z2 5 (size) A S- Zt � NO.OF BEDROOMS BUILDER OR OWNER PERMTTDATE' .17 �� �� COMPLIANCE DATE: 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by �6 � I.A 7 ' LOCATION p SEWAGE PERMIT NO. VILLAGE INSTA LLER'S NAME & ADDRE.SS +94-R- OR 0WNER 134" � DATE PERMIT ISSUED IFr DATE COMPLIANCE ISSUED 41e zS6 � �u �. Deo�2 �c Nbf.......r�......... FEs.... .... ......_ THE COMMONWEALTH OF MASSACHUSETTS BOAR® Off` HEALTH — .............0F, --• . - -- Q....................................... , pplirFation for Ropatial Works Tom4rnrttun amtt Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at:• _ ..._... .-••••-•............__LF.-•-----••--••-•-•- .................... cation-Ad ess^ or Lot No. � Owner _ ddr a :.:. , -'L llJ • : :..... ................. /.�f9. -- �,�f ✓,r.�.. ?� -----------•--- Installer Address Type of Building Size Lot.�j�_��ff---------Sq. feet Dwelling No. of Bedrooms......................................Expansion Attic ( ) Garbage Grinder ( ) per, Other—Type of Building, { ' `: ..... No. of persons, Showers — Cafeteria / Otherfixtures -----•-----------------------------------------------.---•---••--•----•----•---•--•--- W Design Flow......j;�57� ..........................gallons per person per day. Total daily flow----- ........................gallons. WSeptic Tank—Liquid'capacity.rdY2 .gallons Length___.:_`._.._. Width.-v........... Diameter____ LO .. Depth./,.. _%.._. x Disposal Trench—No.......I............ Width.................... Total Length---3_o............ Total leaching area......................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( I ) Dosing tank ( ) Percolation Test Results Performed by..- �Iorf .�s4 _. Date... .............. ,4 Test Pit No. 14"ess.S'.._mmutes per inch DepTes it.__ �= ............ `_. Depth to ground fi, Test Pit No. 2_,/?ss.6-..minutes per inch Depth of Test Pit..lXVf..... Depth to ground water, ems___. --- ................................................................ O Description of�Soil. I ..,.: �_ � : ,4._ (i ��� �l -o..= - ------- --------------- UW ----••--------- -------------------•-----•----•---•••---•--•--------•--••--••-----•-•-------•--•---•---•-•-•-•--••...•------•-••-•---•••---•-•------•-••••--...--•----•-•-----•--•--•--•.......----•-•-- 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 THTU 5 of the State Sanitary Code—The undersigned further agrees not to place the system in op ration uu to of Compliance has been issued by the board of healthy, Signed ............. d �•�,f'4 r Application Approved By-�c� •. - -•---- ................................4..-...... ...t �- �.... ` Date Application Disapproved for the following reasons:....................:...................--------------•---------------------------------------------......_..._ --......-•----•--•--•..............•-----.....----•----------...----.....-------••---........--------•------------------•---•--•--------••-••--•--------•--•••••-•---••••------••-•----•---•------------ Date r PermitNo................................................... -- Issued------...------------------ Date . --- ---- .s No...3............. Fmc............................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ^f� 2------ ------OF......a�.J-.-.........� ... .... . .................................•. Appliration for Disposal Works Tonstrnr#ion Frrutit Application is hereby made for a Permit to Construct (of or Repair ( ) an Individual Sewage Disposal System at: D7� � .. --------------------------- ................................................... Lpcation-Address o. w Owner Address a .................. ............ .........................--...---....•------------------- --.---------------- ................. Installer...._._........ Address U ;4 Type of Building Size Lot__ ).29Z .....Sq. feet I-1 Dwelling 2No. of Bedrooms.....%-�j _ _ ..............Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ------ No. of persons....._...`?./.............. Showers (-) — Cafeteria ( ) Q' Other fixtures ----------- --- -••-•--•-••-. -• - w Design Flow......:!2�5.-o.........................gallons per person per day. Total daily flow---l 10.0.._•...................gallons. WSeptic Tank—Liquid capacityrllUlIgallons Length----4(;....:.... Width....v/_.......... Diameter._l_I'?._ Depth..Z3.!?._. x 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 ( t ) Dosing tank C ) Percolation Test Results Performed by... .. ._. .. .................... Date_._,Y/711. r............... a Test Pit No. ll'ess.•tr.---minutes per inch Dept i of Tes Pit../.�?=U.......... Depth to ground water-----?-------c ..... f=I Test Pit No. 2...............minutes per inch Depth of Test Pit/ ' ....... Depth to ground water R. O ...........................................................------•----�------•--• -----------........--_-- -C•-•--...-•------------------------.•••-- Description of Soil.. /''� ._ ��._.._ _&_. ..�_ '��:,i% rScQ.._[_c?• '........... s : w UNature of Repairs or Alterations—Answer when applicable................................................................................................ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until.a-Certificate of Compliance has been issued by the board of health.. ,. ned z" gwA t ApplicationApproved BY f.........'•..................................................... ......... DaY......-••••.•-• Application Disapproved for the following reasons-----------------------------•-----------------------------------------------------------------------------•----• ----------------------------------------------------------------------------------------------------•----.............---------------------------•----------------------------------------------....----- Date PermitNo...................................................- Issued...................................................... Date -- _ ( THE COMMONWEALTH OF MASSACHUSETTS f \ f BOARD OF HEALTH V ..........................................O F..................................................................................... Trdifiratr of Tompliaurr THIS 14 TO CE� d t)TIFY, That the Individual Sewage Disposal System constructe .�$Zepaired ( ) by-----------------. 1AJ........•-••-----------------•-•---.....---._...•-•----•--•••-••-••-•---•--••-------•----•••••--....•---••-••---•----••--...•---••-•-...---•-•-•---------.--- Installer .P'v ),e . at -----•------------/--------- o has cen ii ir' eWMAOO& Visiorfs o� 5 of he State Sanitary Code as described in the application for- isposal Works Construction Permit No.._---G ......................... dated-............................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONS RUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 10 DATE...................1�.� S- 5------------•-•---•------------- Inspector............. . L THE COMMONWEALTH OF MASSACH� ETTS � %�Cp�it �- J P\ BOARD OF HEALTH `'�'�` �( /- co rt I ...............................0F.................----••••-•..............--•------•-•--.................•-,,,, N�oK�?l�� �..�^��'! FEE..,- 1 Disposal Endo TINono#r ion VarAit Permission is hereby granted.--- ---•-• - to Construct ( ) on Repair ( ) an Individual Sewage Disposal Systerp ' at No— '---------------- -- ram. , L,o � _._. �y - �.. t ��,,,�� 4 i"`�dL. ��X e2�GiS✓(�lJ"�Street r'e-re Cam`... as shown on the a!� iati� -Disposal �'lTorks Construction Permit No...:.._�_...... Dated.. ` £yr yl ` ................... ......••• —oarillMa Mat -•••----.I 0.... �5 FORM 1255 A. M. SULKIN, INC., BOSTON Existing Well Lot 37 .1-6:!x4, Pit !,,11 'tone t 11 -2 3 S r ti J O-GsPiD . 0 a4,0,0 tiv4 -7Z- 0 0.zz 41 Nz A REA Ll Proposed Lot 38 A 3 B-R 42,988 S.F. 0 0* J Lot 39 Lot 40 SCIF',LE 111— S01 DATE 6-20-84 Rev. 4/11/85 rd ro IN t P 11 OF ILE /6,7 NO SCALE SKETCH PLAN OF LAND IN MARSTO1,V-3 MILL,31)MA. for JAME 9 BURLINGAVIE Being lot 38 as shown on a plan for Holly Realty Trust by Charles N. Savery Inc. , dated March 24,1970 and recorded plan book 23") ,.-.,age 137. Elevations shown are in feet above an assumed datum. ---------------------------------------------------- date : Agent : Barnstable Boarii of Healt All Cape EngineeringSOIL LOG P-3045 DATE 3-7-84 P. 04. Box 1533 Hyannis , MA. .'IT. J.Jecobi Tel. : 778-0058 No water Encountered Test Pits 112 UAY M e-0. z 0 F of 14 4 e-LAX 1 FRANK RANK CONERY CONERY Z- No. 62n o A No' 6573 0 'All SUVd 0 +V t i Nov. 15, 1985 Board of Health Town Building Hyannis, Iviass. RE: Lot 18, Woodside Rd. W. Barnstable, Mass. Inspection of the installed septic systen, was performed on 10/18/85 as requested by your office and found to meet the variance issued to James Burlingame. . Sin erel All Cape Engineering 49 Harbor Road Hyannis, I''Iass. 02oOl Tel. : 778-0058 TOWN OF BARNSTABLE LOCATION /O 7 LV O o r./.S l b 6' 1J SEWAGE # VILLAGE LU L l l' /3 A A A/S LAB B L PASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. N A C U /.il y R f S 0 SEPTIC TANK CAPACITY 6 o o r o /. /:9 LEACHING FACU,=: (type) :Z— ZQ Yf LU PL[ 5 (size) A f T �. NO,OF BEDROOMS BUILDER OR OWNER PERMIT DATE: Z' i C COMPLIANCE DATE: 2 ©3 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 �� •�% � �; 'a �=� , y �� , � � � � � r I i � � ,� � �O �� .6' �'.� � �. i TOP OF FOUNDATION 10� .75' 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS = 97.30' - 99.25' GENERAL NOTES I = f REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM FINISH GRADE OVER D-BOX= 99.35' 4" SCHEDULE 40 PVC MIN SLOPE 1% 3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE 1. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE @FND. EL.= VARIES =1 00.90' to 101 .40' 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE FINISH GRADE OVER TANK EL.- -� ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 20 MIN. ACCESS COVER PLACE RISERS ON ALL CHAMBERS (TYPICAL FOR 3) 36"MAX. TOP OF SAS = 96.33 TO 6" OF FINISHED GRADE 9"MIN. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD EXISTING 4" ' 95.50 36"MAX. BREAKOUT EL = 96.00' OF HEALTH AND THE DESIGN ENGINEER. PVC PIPE 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 6" 3" I 2" DROP MIN. PROVIDE WATERTIGHT BE USED IN DISPOSAL SYSTEM UNLESS OTHERWSE NOTED. �--- 71 "' DROP MAX. 3" 9" 1 3 JOINTS (TYP.) o ' 4" PVC IN FROM 0 ©o T5>(z` = O 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 14" 97.71 SEPTIC TANK 4" PVC OUT' o 0 ELEVATION = 96.00' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS + o 6097.92 CONTRACTOR LEACHING FACILITY o0 0 o A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF ( o000000000 (CONTRACTOR SHALL VERIFY) THE LINER IS NOT LESS THAN THE BR ELEVATION. SHALL VERIFY) OUTLET TEE 95.75' WHIN 95 58' � � � � � � � � 0 � o� � � � � o� 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 9.1' CONTRACTOR TO VERIFY 48 00 a6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. EXISTING SIZE OF TANK AND o 0 6" CRUSHED STONE EXISTING TEES OVER MECHANICALLY (APPROX.) COMPACTED BASE 4' 8.5' 4' 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED 4' 4.9 4' PRIOR TO BACK FILLING WHEN SYSTEM IS NEARLY COMPLETE AND 25' 5 OUTLET DISTRIBUTION BOX (TYP) READY FOR INSPECTION. SYSTEM IS NOT TO BE BACK FILLED TO BE INSTALLED ON A LEVEL STABLE - $$ 95' WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. BASE. FIRST TWO FEET OF OUTLET 93.50' GROUND WATER ELEV. 12.9' EXISTING 1000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 2 - 500 GAL. CHAMBERS 4' MI N. LENGTH 8 6 WIDTH 4 10 DEPTH 5 7 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.0' MSL OBTAINED SEPTIC TANK PROFILE _CROSS SECTION VIEW RIBUTION BOX DETAILTYPICAL CHAMBER PROFILE CHAIiISE END VIEW FROM TOP CORNER OF WALLAS SHOWN ON PLAN. 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS NOT TO SCALE PRIOR TO CONSTRUCTION NOT TO SCALE NOT TO SCALE _ I � THROUGH DIG SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY R z DISCREPANCIES TO THE DESIGN ENGINEER. r INSPECTOR: NOT WITNESSED 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE �, : PAVEMENT __^- * ��z �€ C} GE O " 'a,�. STRUCTURES SHALL BE MADE WATERTIGHT. �------ SOIL EVALUATOR: Samuel Philos Jensen 3 OP CB/DHt k 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR FND "" DATE: 12/13/2002 W Win,+j + n . ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN Ov .- A,R 9 22 � ' TEST PIIT#: 1 SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 5.2 2 t� i t w M k ,v ds yr f i -2 , h' 7' I 98.95' - ._. w. E. yy x y �. �4 ELEV T(OP= 5� ZI -- X!S ING S.A.S. T E AB O z '� ' �A 3- 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS CJ� 16g. 4 , , .__1 T S O B AND NDED q � �, �3 _ LOCATED UNDER PAVEMENT DRIVES OR TRAVELED s �� 1' , Y 4 � n ELEV W�V.ATER- <88.95' ELED WAYS IN WHICH "00ipO FZ' �+ !N ACCORDANCE WITH TITLE V s ,�v4 CASE THEY SHALL WITHSTAND H-20 LOADING. i { �- a Fu + E v:�,� s: t... M PERC FATE= 2.67 MIN/IN (MEASURED) 6? �, .'.'$ - ____ 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT DUST AND DEPTH OF PERC= 37" FINES. d "� its§'i..a� . ~~EXIS I'1NG.......4 -BOX m i : A.S. x . k¢k il t � i TEXTUFRAL CLASS: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND p M+ : np w 3 r UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES S uEXISTING '•@ \"..... ...... .' 3 .. l 4, ,"'#,. ,. w ,T,a,..E. .:+i+.r r 3 i .. ,.'"i I $, w; '=ab� -r ih F' + ` t # tea? -$ ? '• " EXISTING 1000 GAL C ° � �. ' _ " �� ;,� 0 98 95' OF LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN SEPTIC TANK �, IF �r a ;� , ° ,M ,, �.; O/A Sand Loam COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN O \ � �, xa y ACCORDANCE WITH 310 CMR 15.255(3). A''... r 14 B Sandy Loam 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES 5 g E Ya 'L g�. 4 ay� J Y y »� - 1 0x ram . zr �� 10YR4/6 FOUND IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. � s c`,.2, x3 z ate .zr Y ,}, kid ya3S 12 97.95 E w a w C1 Sandy Loam 16. PROPOSED PROJECT IS LOCATED WITHIN: #107 WOODSIDE z a ,� „ 2.5Y5/6 V Y 35" 96.03' ASSESSORS MAP 127 PARCEL 026 EXISTING 3-BORN ' P - f s v•wwwfie4tn�wYn"rTM,t«^"."iH+t+5HE �: -x „ N Sty 37 95.87" f-m Sand DWELLING ,,,, "r`a, •_.sx: e. 25.0' 3 ;� ' , R &^ti3 � f a . C2 Pere. 2.5Y7/3 17. OWNER OF RECORD: JAMES H. BURLINGAME MAP 127 PARCEL 027 sa r ti T.O.F. EL. = 101.75' L 1 ram; A 10-20% Gravel, M f N/F MANNIPq , k : � yy 5" Cobbles, Stones; 94.37' ADDRESS: 107 WOODSIDE ROAD tt N AT" EW r a 1 � A A 4 ,k Verigated BARNSTABLE, Nl,'kt02 63 ......... �, a _. NSTALL TWO 500-GAL wgy „}' rjv � yyr WEST ti. WOOD _. 96 CHAMBERS e �a , 1100" 90.62' DECK � R �: 4 � t ry � `r �i` �. �u , �, ,"u���{'t a. �F.� # f-m Sand '', ±. fi. ...... ........A f..V ', ,M1 ..t X •t i i 3': 'm4.vfnk ls'wi V .-_s.. + `"Rw`t5%r� 2.5Y 7/3 18. PLAN REFERENCE: BOOK 239 PAGE 137 C a l.iJ Loose, Single Grain ` 5 Gravel 19 ALL DISTURBED ARE SHALL BE RESTORED ORIGINAL CONDITION. G ave AS TO NA s� No Groundwater, 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY LOCUS PLAN 'Weeping, or FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY Mottling Observed FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. SCALE: 1" = 1000' B.M. Top of Corner of Wall Elev. = 100.00' PERCOLATION TEST RESULTS DESIGN DATA Assumed DEPTFH OF PERC.: 37"-55" LEGEND STAR-T PRE-SOAK: 9:30 50 EXISTING SPOT END PRE-SOAK: 9:45 (25 Gallons) � 50 EXISTING CONTOUR DES NUMBER OF BEDROOMS 3 {ASSESSORS) TIME)AT 12": 9:45 NUMBER OF BEDROOMS 3 (ACTUAL) TIME)AT 9": 9:50 50 PROPOSED SPOT GRADES NUMBER OF PERSONS 3 TIME)AT 6": 9:58 DESIGN FLOW 110 GAUDAY/BEDROOM TIME (FROM 9"TO 6": 8 min. n PROPOSED CONTOUR TOTAL DESIGN FLOW 330 GAUDAY RATE:: 2.67 Min./In. --- E�/C -�---�--- EXISTING ELECTRICAL UTILITIES DESIGN FLOW X 200 % 660 GAUDAY ------- GAS ---�---w- EXISTING GAS LINE MAP 127 PARCEL 026 USE EXISTING 1000-GALLON SEPTIC TANK N/F BURLINGAME "....."''-"-"- ors --------------- EXISTING WATER LINE 42,986 S.F.± - TEST PIT LOCATION INSTALL 2- 500 GAL. CHAMBERS SIDEWALL CAPACITY {J CJ EXISTING SEPTIC TANK 4"'SOLID SCHEDULE 40 PVC PIPE (LENGTH + WIDTH) (2) (2' HIGH) (.74 GPD/S.F.) = GAUDAY (25' +12.9') (2) (2') (0.74 GPD/S.F.) = 112.2 GAL/DAY O DISTRIBUTION BOX 500 GAL. LEACHING CHAMBER BOTTOM CAPACITY I MAP 127 PARCEL 025 N/F TOWN OF BARNSTABLE I CONSERVATION COMMISSION � (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY �. (25'x12.9') (.74 GPD/S.F.) = 238.7 GAUDAY REV. DATE BY APP"D. _ DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE � TOTALS: PREPARED FOR: II � JAMES H. BURLINGAME TOTAL NUMBER OF CHAMBERS: 2 TOTAL LEACHING AREA: 474.1 SQ.FT. LOCATED AT TOTAL LEACHING CAPACITY: 350.8 GAL./DAY 107 WOODSIDE ROAD A 02668 �a MAP 127 PARCEL 024 MAP 152 PARCEL 002-T00 SCALE: 1 INCH = 20 FT. DATE: DECEMBER 18,2002 N/F DOWLER N/F TOWN OF BARNSTABLE tH OF.lfa 0 �o zo ao ao FEET CONSERVATION COMMISSION `a JOHN L. y°� PREPARED BY: C.4, f:1LL �,v,L JC ENGINEERING, INC. No 41807 5 ROUNDHILL BLVD. EAST WAREHAM, MA 02538 SITE PLAN- 508.273.0377 =JOB NoSCALE: 1°=20' Drawn By: SPJ Designed By: SPJ Checked By: JL 317 I