Loading...
HomeMy WebLinkAbout0048 CEDRIC ROAD - Health r. 48 CEDRIC I20AD, CENTEItVIJ"' A= No. 42101/3 ORA ESSELT E 10% 0 0 0 a No. a2.b -/ Fee 5 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Application for Zigozal *p5tem Conotruction Permit \ Application for a Permit to Construct( )RepairXXXUpgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 48 Cedric Road Owner's Name,Address and Tel,NCynthia Duchesney Centerville,Mass. 02632 48 Cedric Road Assessor's Map/Parcel Centerville,Mass. 0 2 6 3 2 172-129 Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3 8 Designer's Name,Address and Tel.No. 5 0 8—2 7 3—0 3 7 7 J.P.Macomber & Son Inc. JC,Engineering,Inc.East WarehamMA Box 66 Centerville,Mass. 02632 15 Round Hill BLVD 02538 Type of Building: DwellingXX No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder 100) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 15 0_ 9 gallons per day. Calculated daily flow 3 X 1 1 0=3 3 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic TankExisting 1 000 Type of S.A.S.Existing LP_1 000 Description of Soil Sandy loam to medium coarse sand. Nature of Repairs or Alterations(Answer when applicable) Adding two 500 gallon leaching to the exi st-i nq septic GTStF'm 21; ''X1 3 'X2 ' 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 iss ed by this Boo d of ealth. Sign 6� Date4/1 7/0 3 Application Approved by / Date Application Disapproved for the following reasons Permit No. a� Date Issued `� b - No. o�. `+ Fee •L 5 0. 0 0 THE COMMONWE-ALTH OF MASSACHUSETTS Entered in computer: y tik ti 4 Yes ,µ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS°- ; . ry: 2pplication for �Nopaar 6pgtem Congtruction Permit ",,,Application for a Permit to Construct( . ")RepairgX), pgrade( )Abandon( ). ❑Complete System ❑Individual Components Owner's Name,Address and Tel.NoCynthia Duchesney Location.Addressor Lot No. 4$ Cedric Road ;I i Centerville,MasS.02632 48 Cedric Road Assessor's Map/Parcel Centervi l l e,Ma s s.0 2 6 3 2 - 72- 29 l Installer's Name,Address,and Tel.No. 5 0 8—7 7 5—3 3 3$ Designer's Name,Address and Tel.No. 5 0 8—2 7 3—0 3 7 7 J.P.Macombe.r & Son Inc. JC,Fngineering,Inc.past WarehamMA '.." Box 66 Centerville,Mass.02632 5 Round 'Hill BLVD 02538 Type of Building: ' DwellingXX No.of Bedrooms 3 �/�Lot Size sq.ft. Garbage Grinder�O) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 5 fl_ 9 gallons per day. Calculated daily flow 3X 1 10=3 3 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic TankExisting 1 000 Type of S.A.S.'Ekisting LP 10091:- Description of Soil Sandy loam to medium coarse sand. Nature of Repairs or Alterations(Answer when applicable) Adding, tw6L1500 gallon leeching to the exi_sti na gRnti n d 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 iss ed by this Bo d of Health. Sign _ Date 4/1 7/0 3 r Application Approved by t f r Date Application Disapproved for the following reasons Permit No. 0 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired`.(XX)Upgraded( ) Abandoned( )by J.P.Maeomber & Son Inc. �at�4 9 Cedric Road Centerville,Mass. has been constructed in accordance with ti Q Provisions of Title 5 and the for Disposal System Construction Permit No: 2003 —/4 7-dated �/ � k-3 Installer ,i'-P.Macomber & Son Tne, Designer LTC.Engineering, The issuance ,of t s perm/it shall not be construed as a guarantee that the system wilnf nc o a d sifgned. Date �l 7 2 Inspector, ` t C ` I ++����,,-��..��. - - • No. c� 3�� to�a— Fee $5 0.0 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS 1igpogal..6pgtem Congtruction Permit Permission is hereby granted to Construct( )Repairl,(0,X))Upgrade( )Abandon( ) Systemlocatedat 48 Cedric Roat3 renterv1l.le."pass and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of t111'spe t. Date: y 1 1 Approved by j\ I f TOWN OF BARNSTABLE q LOCATION 411 C Pa R 1 C 917 SEWAGE # VILLAG -f ASSESSOR'S MAP &LOT-2 rl Z- Z� INSTALLER'S NAME&PHONE NO. Ad A C U Nd eff t S o,t/ SEPTIC TANK CAPACITY /. O 6,0 O L p LEACHING FACILITY: (type)l w e L L S (size) Z 3 X 2 d NO. OF BEDROOMS BUILDER OR OWNER PERMIT DATE: // 770 3 COMPLIANCE DATE:_ 2 — Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet ` Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by I I I � Q . e � AS TOWN OF BARNSTABLE c, ATION 4/$ C e,0 R 1 C X d SEWAGE # Zco3- VILLAGE C e d/T e R V/L L e ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. /� C U /4 d elf t 5 a/d/ SEPTIC TANK.CAPACITY 0. ® D O O L L7 LEACHING FACILITY; (type) b K y ul 2 L L S (size) NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: /'7 03 COMPLIANCE DATE: y Z t 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 IL R : SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION FLOW CONDITIONS If residential 3 number of bedrooms ;7- number of current residents t%lV garbage grinder, yes or no _� laundry connected to system, yes or no tJo seasonal use, yes or no If nonresidential , calculated flow: Water meter readings, if available: Last date of occupancy GENERAL INFORMATION Pumping records and source of information: !�w -q < IV-* gell fr �1 System pumped as part of inspection, yes or if yes, volume pumped Reason for pumping: of system Wo VSeptic tank/d' stribution ox/soil absorption system Single cesspoo Overflow cesspool Privy Shared system (yes or no) (if yes, attach previous inspection records, if any) Other (explain) Approximate age of all components. Date installed, if known. Source of information: d"" Sewage odors detected when arriving at the site, yes or no SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Address of prop7�� t Owner 's name Date of Inspection 7-s- 4 5- PART A CHECKLIST Check if the following have been done: __Z,,:_�Pumping information was requested of the owner, occupant, and Board o. Health. _None of the system components have been pumped for at least two weeks and the system has been receiving normal flow rates during that period. Large volumes of water have not been introduced into the system recently or as part of this inspection. 1W As built plans have been obtained and examined. Note if they are not available with N/A. 4--"�l The facility or dwelling was inspected for signs of sewage back-up. L----The site was inspected for signs of breakout. All system components, excluding the SAS, have been located on the site. The septic tank manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum. The size and location of the SAS on the site has been determined based on existing information or approximated by non-intrusive methods. The facility owner (and occupants, if different from owner) were provided with information on the proper maintenance of SSDS. f 1 T R SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SEPTIC TANK (locate on site plan) depth below grade: • / material of construction: � concrete metal FRP other(explai: dimensions: S/'/10 K- >' <r sludge depth lZafl� distance from top of sludge to bottom of outlet tee or baffle scum thickness !� distance from top of scum to top of outlet tee or baffle distance from bottom of scum to bottom of outlet tee or baffle Comments: (recommendation for pumping, condition of inlet and outlet tees or baffles depth of liquid level in relation to outlet invert, structural integrity, evidence of leakage, recommendations for repairs, etc. ) DISTRIBUTION BOX: �U (locate on site plan) depth of liquid level above outlet invert Comments: (note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, recommendation for repairs, etc. ) PUMP CHAMBER: A110 (locate on site plan) pumps in working order, yes or no Comments: (note condition of pump chamber, condition of pumps and appurtenances, recommendations for maintenance or repairs, etc. ) SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SOIL ABSORPTION SYSTEM (SAS) : (locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods) . If not determined to be present, explain: 17 Type. leaching pits and number / leaching chambers and number leaching galleries and number leaching trenches, number, length leaching fields, number, dimensions overflow cesspool , number Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) U CESSPOOLS (locate on site plan) : number and configuration depth-top of liquid to inlet invert depth of solids layer depth of scum layer dimensions of cesspool materials of construction indication of groundwater inflow (cesspool must be pumped as part of inspection) Comments : (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs, etc. ) PRIVY: ( locate on site plan) materials of construction .� dimensions depth of solids Comments: (note condition of soil , signs of hydraulic failure, level of ponding, condition of vegetation, recommendations for maintenance or repairs,etc. ) Y SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C FAILURE CRITERIA Indicate yes, no, or not determined (Y, N, or ND) . Describe basis of determination in all instances. If "not determined" , explain why not) 1 Backup of sewage into facility? Discharge or ponding of effluent to the surface of the ground or surface waters? 14/0 8l3'Static liquid level in the distribution box above outlet invert? IY-�2 _ Liquid depth in cesspool <6" below invert or available volume< 1/2 da flow? 1Y_ Required pumping 4 times or more in the last year? number of times pumped Septic tank is metal? cracked? structurally unsound? substantial infiltration? substantial exfiltration? tank failure imminent? Is any portion of the SAS, cesspool or privy: below the high groundwater elevation? /Y within 50 feet of a surface water? within 100 feet of a surface water supply or tributary to a surface water supply? within a Zone I of a public well? /f/ within 50 feet of a bordering vegetated wetland or salt marsh (cesspools and privies only, not the SAS) ? Awithin 50 feet of a private water supply well? 1� less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis? If the well has been analyzed to be acceptable, attach copy of well water analysi, for coliform bacteria, volatile organic compounds, ammonia nitrogen and. nitrate nitrogen. f . SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B SYSTEM INFORMATION continued SKETCH OF SEWAGE =SPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100 ' 1 r 3' 0 I �3 DEPTH TO GROUNDWATER depth to groundwater method of determination or approximation: Qo �fi�ra.,oaa4 4L"=9&ai I TOWN OF BOARD OF HEALTH SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART D CERTIFICATION -TYPE OR PRINT CLEARLY- PROPERTY INSPECTED STREET ADDRESS ASSESSORS MAP, BLOCK AND.. PARCEL # 17,12 OWNER' s NAME ART. D - CERTIFICATION NAME OF INSPECTOR COMPANY NAME COMPANY ADDRESS Street ?own or City State tip COMPANY TELEPHONE. 191 FAX CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system a this address and that the information reported is true , accurate , and complete as of the time of inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on site sewage disposal systems. Check one: --Lzsystem PASSED The inspection which I have conducted has not found any information which indicates that the system fails to adequately protect public health or the environment as defined in 310 CMR 15 , 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED The inspection which I have conducted has found that the system fails t protect the public health and the environment in accordance with Title 5 , 310 CMR 15 . 303 , and as specifically noted on PART C FAILURE CRITERIA of this inspection form. Inspector Signature Date 7- one copy of this certification must be provided to the OWNER, the BUYER ( where applicable } and the BOARD OF HEALTH. If the inspection FAILED, the owner or" `pe*rator shall upgrade the system within one year of the date of the inspection, unless allowed or required otherwise as provided in 310 CMR 1.5 . 305 . partd.dc TOWN OF BARNSTABLE LOC.sTION (I8 ���, SEWAGE # VILLAGE —(©, ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO, SEPTIC TANK CAPACITY LEACHING FACILITY:(type) �4C (size) NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No v �ACIc j4oils� _.. 5" DIA. OUTLET(S) FINISH GRADE OVER CHAMBERS = 99.65' - 99.75' GENERAL NOTES TOP OF FOUNDATION = 101 .83' REMOVABLE COVER SLOPE @ 2% MIN. OVER SYSTEM 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE OVER D-BOX- 99.72' 4" SCHEDULE 40 PVC MIN SLOPE 1% 3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE 100.5' 100.3' 2" OF 1/8" TO 1/2" DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. FINISH GRADE @ FND. EL.= FINISH GRADE OVER TANK EL.= 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 20" MIN. ACCESS COVER TOP OF SAS = 96.83' TO 6" OFPLACE IFINI HSERS OED GRADEN ALL 3. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL / (TYPICAL FOR 3) 36 MAX. 9" MIN.EXISTING 4" f 1 _, _ � 96.00' 36'" MAX. BREAKOUT EL = 96.50' BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. PVC PIPE �]-- 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN 2" DROP MIN. } PROVIDE WATERTIGHT ELEVATION = 96.50' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS 6" 3" 3" DROP MAX. 3�9 JOINTS (TYP.) A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. � 0 4" PVC IN FROM � � � O � � � � � � op 14° 97.45' SEPTIC TANK 4" PVC OUT TO o 000 00 O `� O� 5. SLOPE ALL SOLID PIPE AT 1.0 % MINIMUM. 97.70' } LEACHING FACILITY T o00 o 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 96.37 � 12 � 2 00 0 0 0 0 0 0 � � � o0 0 � � � � � o0 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN OUTLET TEE MIN. 96•20 �o Qo SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO CONTRACTOR TO VERIFY 48 o0 0 0 0o BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. 9.81 CONDITION OF EXISTING TEES GAS BAFFLE o - 0 6' CRUSHED STONE ! 0 0 0 0 0 o o 0 0 �� o z5�OVER MECHANICALLY o 0 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.00' MSL OBTAINED COMPACTED BASE 4' I 8 5' - 4' 4, FROM A NAIL IN A PINE TREE AS SHOWN ON PLAN. �i- 4 _ 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 5 OUTLET DISTRIBUTION BOX 25.0 4 9 (TYP.) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE -� - - TO BE INSTALLED ON A LEVEL STABLE ' - AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY � GROUND WATER ELEV.= � 88.90 12.9' AT 1000 GALLON CONCRETE SEPTIC TANK BASE. FIRST TWO FEET OF OUTLET 94.00 DISCREPANCIES TO THE DESIGN ENGINEER. PIPES TO BE LAID LEVEL. 2 - 500 GAL. CHAMBERS 5' MIN. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE LENGTH 8'6" WIDTH 4'10" DEPTH '� CROSS SECTION VIEW STRUCTURES SHALL BE MADE WATERTIGHT. SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER END VIEW 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR NOT TO SCALE NOT TO SCALE NOT TO SCALE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH - DETERMINATION FROM APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS . , � ,z .�k TEST PIT DATA LOCATED UNDER PAVEMENT. DRIVES OR TRAVELED WAYS IN WHICH CASE " THEY SHALL WITHSTAND H-20 LOADING. 3 DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, UST AND INSPECTOR 1 T, D SOIL EVALUATOR: Samuel Philos Jensen FINES. LO ; S ' � ,, � �,,. � � '� DATE: March 20, 2003 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND 5 UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF TEST PIT#: 1 LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN j flr d� ' * Cranberry m COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ELEV TOP = 99.90, a � ACCORDANCE WITH 310 CMR 15.255(3). ELEV WATER= >11' BGS ^^'ne,l:�, 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN PERC RATE _ < 2 Min/In SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. a" 16. PROPOSED PROJECT IS LOCATED WITHIN: „� �a �-��'I DEPTH OF PERC= 60"-78" MAP 172l lip µ.. 4'g ! p,� "'` TEXTURAL CLASS: 1 ASSESSORS MAP 172 PARCEL 129 co PARCEL 236 lr 1F _.. � �` � 17. OWNER OF RECORD: CYNTHIA DUCHESNEY w '� ' �� o,1,11 *I E 0 99.90' ADDRESS: 48 CEDRIC ROAD � „ Fill CENTERVILLE, MA 02632 EXISTING LEACHING PIT 18" I 0 , 98.40' 18. PLAN REFERENCE: �� ��• TO BE PUMPED AND FILLED ' i`O it"' O/A Sand Loa a y 1. PLAN ENTITLED " SUBDIVISION OF LAND IN BARNSTABLE, MASS., FOR PETER G. WITH CLEAN SAND ;¢ tl � r. 10YR 3/2 SHEAFFER ", DATED FEBRUARY 20, 1972, SCALED AT 100 FEET TO AN INCH. EXISTING 1000-GALLON f � ; � dx =F IN ' 22" 98.07' SEPTIC TANK 4 ' ` 3 BOOK 257 PAGE 94. Sandy Loam MAP 149 � r a , Y I B 10 R 5l6 19. DEED REFERENCE: PARCEL 22 1. BOOK 9813 PAGE 262 10-20% Gravel, �'• ...„ Cobbles MAP 172 �, '' 45" 96.15' 20. ALL DISTURBED AREAS SHALL BE RESTORED TG ORIGINAL CONDITION. � 60�� Loamy Sand 94 90� 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY '`r 2.5Y 6/6 FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY w f �. � � Per( C1 �` SHE PARCEL 128 ��'� d' 10 20% Gravel, POOL `��po '�� "� � 78" `w 93.40' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROPOSED �� ,sr6� I Bob - Cobbles �.. DISTRIBUTION BOX-_, ?�.�� 90" 92.40' b M-C Sand C2 2.5Y 6/4 rt �; 5-10% Gravel PROPOSED 500-GALLON 6, LEACHING CHAMBERS-- ...,, �S ��, �LIP . LOCUS P LA N 88 SCALE: 1 = 1000 #48 Gas �s DESIGN DATA 0" DECK EXISTING \ 3 3-BEDROOM DWELLING LEGEN x 107 EXISTING SPOT GRADES TOF = 101.83' MAP 172 c f ,\ me'µ EXISTING CONTOUR NUMBER OF BEDROOMS (ASSESSORS) 3 50 PROPOSED SPOT GRADES PARCEL 129 �" / NUMBER OF BEDROOMS (DESIGN) 3 15,135 ± SQ.FT. DESIGN FLOW 110 GAUDAY/BEDROOM 50 PROPOSED CONTOUR TP .` TOTAL DESIGN FLOW 330 GAUDAY EXISTING ELECTRICAL UTILITIES $. 99.90 ; ,� DESIGN FLOW X 200 % = 660 GAL/DAY B.M. GAS - EXISTING GAS LINE Nail in Pine Tree ti \ USE EXISTING 1000-GALLON SEPTIC TANK Sl�o 4 4r .4 rffi , O Elev. = 100.00' ...............__. t ..._................,. EXISTING WATER LINE Assumed ��� ki TEST PIT LOCATION INSTALL 2 - 500 GAL. CHAMBERS EXISTING 1000 GALLON SEPTIC TANK 0 0 EXISTING r' l Q �` SIDEWALL CAPACITY BASKETBALL HOOP ��: .�' � � --- 4" SOLID SCHEDULE 40 PVC PIPE (LENGTH + WIDTH) (2) (2' HIGH) (.74 GPD/S.F.) = GAUDAY (25.0' +12.9') (2) (2') (0.74 GPD/S.F.) = 112.2 GAL/DAY ❑ DISTRIBUTION BOX MAP 172 �--:�, --� t � � 500 GAL. LEACHING CHAMBER PARCEL 130 BOTTOM CAPACITY ( LENGTH x WIDTH ) (.74 GPD/S.F.) = GAUDAY (25.0'x12.9') (.74 GPD/S.F.) = 238.7 GAUDAY REV. DATE BY APP'D. DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE TOTALS' PREPARED FOR: CYNTHIA DUCHESNEY TOTAL NUMBER OF CHAMBERS: 2 TOTAL LEACHING AREA: 474.2 SQ.FT. LOCATED AT TOTAL LEACHING CAPACITY: 350.9 GAL./DAY 48 CEDRIC ROAD CENTERVILLE, MA 02632 SCALE: 1 INCH = 20 FT. DATE: MARCH 24, 2003 0 10 20 40 80 FEET PREPARED BY. " JC ENGINEERING, INC. MiL A. No 41807 5 ROUNDHILL BLVD. EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1"=20' Drawn By: DFS Designed By: DFS Checked By: JLC JOB No.403