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HomeMy WebLinkAbout0025 CRAIGVILLE BEACH ROAD - Health 25 Craigvlle Beach Rd Hyannis A = 267 112 d �I e TOWN OF BARNSTABLE �- LOCATIO9,Z iC � G / I_ ��9 /Jl• SEWAGE # �D VILLAGE /ASSESSOR'S MAP& LOT La 7`// INSTALLER'S NAME&PHONE NO. /�J�J'Tjl� l /IST, Z 2Z SEPTIC TANK CAPACITY /5gD ;�EACHING FACIL=: (type) J~ 4�G i�/�e�S(size) NO.OF BEDROOMS BUILDER OR I WNER PERMTTDATE: P/d1D 3 COMPLIANCE. DATE: U 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 vim _ 1 Lr sH» cr, � � o v � W tj� N !� .�b \111 %1 1 ► it _�� � 0 W ry W W c 3 Gl �p No. �0 3 — S6 Fee THE COMMONWEALTH OF MASSACHUSE Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS ZippYicatfon for Ziopozal *p5tem (Construction Permit Application for a Permit to Construct( . )Repair(1/)Upgrade( )Abandon( ) Complete System ❑Individual Components Location Address or Lot No. X,5-_C J a ner's Rae Naamne,,,Address and Tel. No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 77/`e21 Z3-0-3 ,77 Type of Building: K �y lw`$e'1 f° 5 -f o ;Ae �C Dwelling No.of Bedrooms l Lot Size 3ZdZ sq.ft. Garbage Grinder(--eI& Other Type of Building E GP No.of Persons Showers( ) Cafeteria( ) Other Fixtures LC S4 // 40 Design Flow / gallons per day. Calculated daily flow dt gallons. Plan Date j Number of sheets Revision Date Title Size of Septic Tank pe of S.A.S. D Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued is oar of Health. ,j���o Signed Date / Application Approved by _ Date G I ZV0 .7 Application Disapproved for the lowing reasons Permit No. 0,603Date Issued �00 3 ` S6 / Fee ✓ / t r re ` / /. -` THE C NWEALTH OF MASSACHUS Entered in computer: V (/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Application for 0iq;pogal *pgtem Construction Permit Application for a Permit to Construct( . )Repair oe .)Upgrade( )Abandon( ) Complete System El Individual Components Location Address or Lot No. C j jpUa �D � wner's Name,Address and Tel.No. Assessor's Map/Parcel f f Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 77/ ,j Y 2 ;3- 0377 Type of Building: ��v` C��+uvSr� �f � I u vfJcle Zv C Dwelling No.of Bedrooms .6 / Lot Size 6 / sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow /lr� gallons per day. Calculated daily flow � gallons. Plan Date V 5—/0 Number of sheets Revision Date f3D/O3 Title '9 .5 /. Size of Septic Tank 15wa Yo' /,S`®DA! Ad Type of S.A.S. S` ✓`�V© ?Vl Gl9a�� P!S Description of Soil S 4 Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issue�by this-Bo o�Hea h.__ / j Signed �i'C /1 Date �lUj g Application Approved by 44 �' Date Application Disapproved for the Mllowing reasons _ i Permit No. Uo - =� Date Issued --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance TriIS IS TO�E:TIF`I,that the On-site S.gwage Disposal System Constructed( )Repaired( 14Upgraded( ) Abandoned( )byO� O,�D G'sI5/� at l l q'>!1/ L® I�c°�G t" / C% ��,D�/'T has been constructed to accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Uo 3 'S 6 dated / /1 Installer Designer r\ The issuance lof.t`h`is permit shall not be construed as a guarantee that the System wile,function designed. C ! F.t�l Inspector Date Ins p v -------f-------------------------------- No. Fee 153 - THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLES MASSACHUSETTS 0i5pool *potem Conotruction Permit Permission is hereby granted to Construct( )) epair(V)Upgrade( Abandon( ) System located at 7 .5- // � �G'IICG! 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:Con truction must be completed within three years of the date of this perms . Date: /d Approved by TOWN OF B/ARNSTABLE �- LOCATION Z��ij`Q/��C��`/J� JP.�G�/ /� SEWAGE # VILLAGE-- l ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. �!'1� 1J1 / /IST ��// � SEPTIC TANK CAPACITY 15-� � LEACHING FACILITY: (type) J�=.S`�d9®�42 (size) NO.OF BEDROOMS BUILDER OR WNER PERMITDATE: ��f/�fU� COMPLIANCE. DATE: t U 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 jJ H i R �a '\J Al : /� ` Arles 30� 1)t 5 b B3% 22' v 1: 0 C A T ION _ ll S W A G E PERMIT NO. VILLAGE .,!)o i INS`T '` LER'S NAME a VD'DR SS w1w B U I L D UR OR OWN ER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED s I�j THE COMMONWEALTH OF MASSACHUSETTS Application is hereby made for a Permit to Construct r Repair an Individual Sewage Disposal System a� Location-Address or Lot No. Installer Address Z Other Distribution box ( ) Dosing tank ( ) U Nature of Repairs or Alterations—Answer when applicable-----/ ......... ........... ..................................................................................................0....... .........W.................................................. The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of THIPLE 5 of the State Sanitary Code—, The undersigned further agrees not to place the system in operation until a Qertificate of Compliance has been issued by t e . /hoarg A�?w (91.................................................. ...... .... .................... Date Application Disapproved for the following reasons:................................................................................................................ Date Permit No. - 7=-•5 Fes$............._............ _ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............. .....................OF.......................................................................................... Appliratilari' f nr Disposal Works Tonstrurtiun rnmit Application is hereby made for a Permit to Construct ( ) ?r Repair ( ) an Individual Sewage Disposal System at;' ... ......4. ae7............................................................................ Location-Address or Lot No. /­_. V�.` ................. ..................... ............- ..........--..................................................................................... a s - !.��F _ r --- ---` •------ •--------------•---• ----_....__Address ---------------------------------------- P Installer Address U �� Type of Building Size Size Lot............................Sq. feet Dwelling�No. of Bedrooms--:-•--_---•_---__-__--•_-•.................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -----------------------------------•--•---------------------•-----------------------------------------------------------------••--•-•-•.....--•--••- W Design Flow.............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity.............gallons Length................ Width................ Diameter................ Depth................ 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 ( ) Dosing tank ( ) a Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I.........."..._minutes per inch Depth of Test Pit.................... Depth to ground water........................ Gi, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ W - ................................................................................................................................... D Description of Soil..... ___ U --•------------------------------------------------•----------------------------------•------•-•----••-----------------•---•------------•----------------------------------------•----•••••....••-.._... VW •--••-•-•--•----------•-----••---••••-•-•--••---•--••--•-------••--••-•-•----------•••••-•--•••-••••-----•-------••--•----•-••-•-•-•... Nature of Repairs or Alterations—Answer when applicable-- _ ' _+� K � 06, --------------------------•-----...........-----------------------------•--------------............--•-•-.. 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 oar of • h. Signed. ✓.... " .. ...... ........ �° ��... . -/jam Date (y .Application Approved By................ ....::.............. .-._.. ......:;--;.... !d �-- Date Application Disapproved for the following reasons---------------------------------------------------------------------------------------------------------------- ` .................•-•...••••--•••-----•--•--•-•••---•-•-•-•-••----•--•-•••...._•-••-----....._..••--••••--'--••--•••-••••------••--••---•--••.........--••-•••--•-•••-••-•••-----•---• Permit No. •-••••--•-•--- Date ...:. &—7 ------- •------------•----•--. Issued--•--------------------------------•------•-------•--. Date THE COMMONWEALTH OF MASSACHUSETTS - — - - - - ,�_ BOARD OK HEALTH ....... Z� r.........OF......... ...:....:. ............... Tntifiratr of TompliFaYtrr THkttf—IS,�7 01. TIFY ", Th the Individual ewage DispApal System constructed ( ) or Repaired by....__.. `........ ----- --------•---••-•------ --------- ..e7- Inst�Il has been installed in d cordance with the provisions of TI F 5 of The State Sanitary C e "s described in the application for Disposal Works Construction Permit No.__...,. _. 74..I. .............. ----'—sr-----------. dated--------- . THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONST UE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. 0 rr>.� / DATE.---•-UEs� /� ......................................... Inspector................ •' ••-•...•• ------------------------__••-- THE COMMONWEALTH OF MASSACHUS TS BOARD OF HEALTH ' rry ( may ............OF.. ............................v J ... No.•_•........ ..... FER_/-=............... Disposal Works Tonstr ilan rrmit Permission is hereby granted.................... ----------------------------•----------------------------------------------------------- .......-••••......_-_._.. to Construct (. ) or,Repair ( ")}an Individual Sewage Disposal System at No.-•••••-......................................1 _ !� Sr .....................................j . �.�.._. .� Street 'i _ as shown on the application for Disposal Works Construction Permit No� '_��___ Dated_._`�^�74 ._1 �C1f'` _.......... 7 / Board of Health DATE.:_:.. -: / I--*:.................................. FORM 1255 -A. .M. SULKIN, INC., BOSTON - 5" DIA. OUTLET(S) 3/4"TO 1-1/2"DOUBLE WASHED REMOVABLE COVER FINISH GRADE OVER CHAMBERS = 94.20' - 94.45' STONE TO CROWN OF PIPE GENERAL NOTES BLDG 1 BLDG 2 PROVIDE PRECAST CONCRETE EXTENSION PROVIDE PRECAST CONCRETE EXTENSION FINISH GRADE OVER D-BOX= 94.40' SLOPE @ 2% MIN. OVER SYSTEM 2"OF 1/8"TO 1/2" DOUBLE WASHED STONE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION T.O.F. EL. F.F. EL. RISER WITH CONCRETE COVER TO WITHIN RISER WITH CONCRETE COVER TO WITHIN 4"SCHEDULE 40 PVC MIN SLOPE 1% -� PLACE RISERS ON ALL CHAMBERS METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE =97.4' =94' 6"OF FINISH GRADE OVER OUTLET COVER CHARCOAL FILTER ON VENT TO 6"OF FINISHED GRADE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 6"OF FINISH GRADE OVER OUTLET COVER 2"SCH.40 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD FINISH GRADE OVER TANKS EL.= 92.8'-93.6' TO D-BOX OF HEALTH AND THE DESIGN ENGINEER. 20" MIN. ACCESS COVER 36"MAX. TOP OF SAS= 93.16' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL 2"PVC TEE 4"PVC OUT TO 9"MIN. BE USED IN DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. (TYPICAL FOR 3) 36"MAX. I ILEACHING FACILITY 92.33' 36"MAX. BREAKOUT EL = 92.83' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN a"SCH. ELEVATION =92.83' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS 6" 3" 2"DROP MIN. 3" ao PVC A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF SLPROPOSED 3" DROP MAX. 9�� SLOPE 1%min. ;TEE- P4"SCH.40 PVC 10�,' L=15' Q 0 0 00 5. SLOPE %EX. INV.= LIQUID INV. OUT4" ALARM ON 6" oo0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 90.13' 89.55' PUMP ON 92.70' 92.53' o0 7- LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN LEVEL 2' o� o� SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO INV. IN= 89.45 INLET TEE 89.75' Vp � 6"CRUSHED STONE o 0 o BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. OVER MECHANICALLY o 0 0 0 0 o 00 0 0 0 0 CD 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.0'MSL OBTAINED FROM THE TOP OF 10.0' OUTLET COMPACTED BASE �1� o - THE FRONT BOLT IN THE HYDRANT BONNET AS SHOWN ON PLAN. TEE 6" CRUSHED STONE BAFFLE OVER MECHANICALLY 89.45' 5 4' 8.5' (TYP. FOR 1) 4' 4' 4 9' 4' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION GAS BAFFL OUTLET DISTRIBUTION BOX THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE COMPACTED BASE TO BE INSTALLED ON A LEVEL STABLE (NP-) BASE. FIRST TWO FEET OF OUTLET 50.5' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-7" LENGTH 10'-6" WIDTH 5'-8" DEPTH 5'-7" PIPES TO BE LAID LEVEL. 90_33� GROUND WATER ELEV.= 85.33' 12 9 DISCREPANCIES TO THE DESIGN ENGINEER. 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONCRETE 1500 GALLON SEPTIC TANK 1500 GALLON PUMP CHAMBER CROSS SECTION VIEW 5'MIN. STRUCTURES SHALL BE MADE WATERTIGHT. 5- 500 GAL. CHAMBERS 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR TANKS SHALL BE INSTALLED ON A LEVEL STABLE BASE ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH TANKS SHALL BE WATER TIGHT DISTRIBUTION BOX DETAIL TYPICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER END VIEW DETERMINATION FROM APPROPRIATE AUTHORITY. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS NOT TO SCALE NOT TO SCALE NOT TO SCALE LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE _ THEY SHALL WITHSTAND H-20 LOADING. � .• ,• • D • ,�-.. TEST PIT DATA 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND INSTALL 1-1/4" PVC TO HOUSE. JOINTS TO BE MADE WATERTIGHT. WIRE PUMP BUOYANCY CALCULATIONS .1. • ,p .• M•. FINES. AND FLOATS TO SIMPLEX CONTROL PANEL No. 1-CC2 NEMA-1 MFG. HOOVER PUMP HIGH GROUNDWATER EL.=85.33' BOTTOM OF PUMP CHAMBER EL. =84.95' • •; • •• . INSPECTOR: Samuel White 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND INSTRUMENTS. CHAMBER WATER DISPLACED =(85.33'-84.95')X 5.66 X 10.5= 22.5 C.F. • •• • ••�: • ...• r • • UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF WEIGHT OF DISPLACED WATER=22.5 C.F. X 62.4 LB/C.F. = 1,404 LBS. `: ' , :• SOIL EVALUATOR: Samuel Philos Jensen LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN WEIGHT OF H-10 150E GAL PUMP CHAMBER- 12,00E LBS. • ` • ' tit • DATE: April 3, 2003 COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN . HOISTING CABLE 7 x 19 STAINLESS STEEL • • . • ACCORDANCE WITH 310 CMR 15.255 3 NEMA 4 JUNCTION BOX CORROSION RESISTANT 8:LIQUID-TIGHT CABLE 12,000 LBS. > 1,404 LBS. ACCEPTABLE ' • + ( )' CONNECTORS SUPPORTED CONNECTORS SUPPORTED BY 1-1/4"PVC CONDUIT, A\ /-1/8"DIA./1,760 LB. STRENGTH ( ) << ��• • . • .. • TEST PIT#: 1 • � � 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN JOINTS TO BE MADE WATERTIGHT SEPTIC HIGH GROUNDWATER EL.=85.33' BOTTOM OF SEPTIC TANK EL. =85.25' • ELEV TOP= 92.66' SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 2"BALL VALVE w/UNIONS SCH. 80 PVC •• TANK WATER DISPLACED=(85.33'-85.25')X 5.66 X 10.5=4.75 C.F. � • • ii • GEORGE FISHER CO. MODEL NO. 560 0 :• . • •• • • ELEV WATER= 85.33' 16. PROPOSED PROJECT IS LOCATED WITHIN: WEIGHT OF DISPLACED WATER=4.75 C.F. X 62.4 LB/C.F. =297 LBS. ,• ` • • 13" WEIGHT OF H-10 1500 GAL. SEPTIC TANK= 12,000 LBS. •i. 0••• • 8 • PERC RATE_ <2 MIN/IN ASSESSORS MAP 267 PARCEL 112 6" 3" 2"SCH. 40 TO D-BOX • •.. • 12,00E LBS. >297 LBS. (ACCEPTABLE) 10" "SCH. 40 TEE w/CLEAN-OUT CAP 3 • • R0 DEPTH OF PERC- 49"-67" 17. OWNER OF RECORD: KADDY, ROBERT J & RAFFAELE 5'-7" ALARM ON • ;• • , p ADDRESS: 25 CRAIGVILLE BEACH ROAD 4'-6" " ` • '' '• R �•�� TEXTURAL CLASS: 1 HYANNISPORT, MA 02647 ,.YPUMP ON 1/4 WEEP HOLE IN DISCHARGE PIPE � �• ' ( ---- q • ' \) 11 i 0 92.66' rumP -pif FEMA FLOOD ZONE B N P. BALL CHECK VALVE SCH. 80 PVC 100 • w • " , ?~�� 11 l Sandy Loam AS SHOWN ON COMMUNITY PANEL# 250001 0008 D - P.S.LFLOWMATICMODELNo. 208S DOSING & STORAGE REQUIREMENTS . ; • ; •• �' _ Ap 10YR3/2 18. PLAN REFERENCE: (2)WIDE ANGLE CONTROL FLOATS 1/4"WEEP HOLE IN DISCHARGE PIPE DESIGN FLOW: 660 GPD °) E19" M-C Sand 91.08' 1. LAND COURT PLAN 17194E (BARNES 073618) 20"2"SCH.40 PVC DISCHARGE PIPE '�!DOSING REQUIRED: 4 CYCLE/DAY • • • 10YR 6/2 _ � Q � • 90.99' 19. DEED REFERENCE: 1: PUMP ON/OFF 120 ACTIVATION 660 GPD/4 = 165 GAL/CYCLE _ '- ._ r�~ 1. LAND COURT CERTIFICATE 96140 2: ALARM ACTIVATION BARNES SE411 PUMP .4 H.P. 115 V 2" '! 0 i' ~ E DISTANCE REQUIRED BETWEEN PUMP i ���/� B Sandy Loam EQUAL DISCHARGE PASSING 1-1/2"SOLIDS OR ON AND PUMP OFF FLOATS: I ,' I �• 10YR 5/6 20. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 165 GAUCYCLE = 375 GAUFT = .44 FT/CYCLE �� �; � � ,�'�� •!�� 50" 49" 88.49' 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY (USE 0.5'TO PROVIDE FOR BACKFLOW) I • • \ \ �� C-1 Al-le,. M-C Sand FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY STORAGE REQUIRED ABOVE WORKING LEVEL: 660 GAL ; - 1 56" 10YR 6/8 87 99' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 1500 GALLON PUMP CHAMBER STORAGE PROVIDED ABOVE WORKING LEVEL- 938 GAL. ��^ p 67" ' C-2 M-C Sand 2.5Y 5/6 MAP 267 ,, �o . �., MAP 267 5 W'0 8 a• -d ' ' - � * � Estimated PARCEL 11 PARCEL 151 LEGEND Seasonal Nig�; B.M.- Front Bolt on Hydrant Bonnet LOCUS PLAN Groundwater Elev. = 100.00' y9„ _ Groundwater Assumed �OhservPd _ _ 50 - EXISTING CONTOUR SCALE: 1"= 1000' 120" 82.66' N86°22'40"W G --_ F50 PROPOSED SPOT GRADES � 324.50' / � \� �� \� ` DESIGN DATA GROUNDWATER ADJUSTMENT r- PROPOSED CONTOUR ��� � � J/ / ^ (CAPE COD COMMISSION METHOD) E/T/C EXISTING OVERHEAD UTILITIES O I I G // ` , \ NUMBER OF BEDROOMS 6 j DEPTH TO WATER OBSERVED: 99" DESIGN FLOW 110 GAUDAY/BEDROOM\ - W -- O''�" GA � INDEX WELL: MIW-29 EXISTING WATERLINE Q�- L - - AS �-- GAS GA \ �n TOTAL DESIGN FLOW 660 GAUDAY DEPTH TO WATER: 7.07'(MAR. 2003) IG GRAVEL DRIVE \ V" DESIGN FLOW X 200 % = 1320 GAUDAY ZONE: A GAS - EXISTING GASLINE EXISTING E/ I/� j / ADJUSTMENT: 0.9'(11") 0T STRUCTURE E/ &C � USE PROPOSED 150E GALLON SEPTIC TANK DEPTH TO SEASONAL � TEST PIT LOCATION /" HIGH GROUNDWATER: 88" 3- /� � \ 0 PROPOSED 1500 GALLON SEPTIC TANK m A1\ < 0 PERCOLATION TEST RESULTS FND S86°22'4o"E �� BLDG 2 \ INSTALL 5 - 500 GAL. CHAMBERS " " O O O PROPOSED 1500 GALLON PUMP CHAMBER 150.00' EXISTING 2-BDR �� 1- DEPTH OF PERC.: 49 -67 DWELLING �° SIDEWALL CAPACITY " PROPOSED 150E-GAL � START PRE-SOAK: 10:03 4 SOLID SCHEDULE 40 PVC PIPE j F.F. EL. =94 END PRE-SOAK: 10:08 (25-gal) PUMP CHAMBER BLDG 1 •moo � \ (LENGTH +WIDTH)(2 SIDES)(2' HIGH)(.74 GPD/S.F.)= GAUDAY DISTRIBUTION BOX PROPOSED CLEANOUT TO GRADE EXISTING 4-BDRM DWELLING TIME AT 12":\ �j (50.5'+ 12.9')(2 ) (2') ( .74 GPD/S.F.) = 187.6GAUDAY N.A. _ TOP OF FOUNDATION \ TIME AT 9": N.A 0 500 GAL. LEACHING CHAMBER PROPOSED 1500-GAL TIME AT 6": N.A. SEPTIC TANK ��,� ���' tP EL. =97.43' BOTTOM CAPACITY " "- ------ --- --- - -- 2"SOLID SCHEDULE 40 PVC PIPE o _ ��� Ir4 O TIME FROM 9 TO 6 . N.A. EXISTING CESSPOOL TO BE PUMPED - n� (LENGTH x WIDTH) (.74 GPD/S.F.) = GAUDAY RATE: <2 M.P.I. AND FILLED WITH CLEAN SAND P ��O �O (50.5'x 12.9') (.74 GPD/S.F.) = 482.0 GAUDAY 2 6/30/03 DFS JLC SEPTIC COMPONENTS 4 \ TOTALS: 1 6/13/03 DFS JLC SEPTIC LOCATION �� MAP 267 \ REV. DATE BY APP'D. DESCRIPTION ' WATER OBSERVED AT TOTAL NUMBER OF CHAMBERS 5 DE 82.61'ON APRIL 19, 2003 CID O O PARCEL 112 TOTAL LEACHING AREA 904.8 SQ.FT. PROPOSED SEPTIC SYSTEM UP °D 6.14 TOTAL LEACHING CAPACITY 669.6 GALJDAY PREPARED FOR: - ----------- - 0o m rn 32,627 S.F.± 50.5 cB/D ROBERT KADDY k Az - I � J PATIO FND,- 0 LOCATED AT NW,2Tao"E � 25 CRAIGVILLE BEACH ROAD CB/DH 218.81' HYANNISPORT FND �\ EXISTING GARDEN RESERVED FOR BOARD OF HEALTH USE REMOVE UNSUITABLE MATERIAL TO ELEVATION 88.49' SCALE: 1 INCH = 20 FT. DATE: MAY 5, 2003 PROPOSED VENT AND REPLACE WITH CLEAN, COARSE SAND 0 10 20 40 80 FEET (LOCATION TO BE FIELD rn VERIFIED WITH OWNER) GEOMEMBRANE GEOMEMBRANE LINER TO BE INSTALLED FROM PREPARED BY: BOTTOM OF EXCAVATION TO ELEVATION 92.83' cH�c iiL •�ML MAP 267 EXISTING SHED JR, JC ENGINEERING, INC. PARCEL 111 NO PROPOSED DISTRIBUTION BOX C 5 ROUNDHILL BLVD. PROPOSED 5-500 GALLON LEACHING CHAMBERS EAST WAREHAM, MA 02538 SITE PLAN 508.273.0377 SCALE: 1"=20' l0/3ok,,-1 Drawn By: SJ Designed By:SJ Checked By:JLC JOB No.390