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HomeMy WebLinkAbout4377 FALMOUTH ROAD/RTE 28 - Health 4377 Falmouth Road (route 28) Cotuit �A =_024 064 ,f i S j� TOWN OF BARNSTABLE " LOCATION ` '2 77 FA LM O U SEWAGE # 16 D.3• VILLAGE C ®T j ASSESSOR Sp MAP & LOT 024 0(o INSTALLER'S NAME&PHONE NO. / .0 A C 0 .Al /3 e R- s Q J1 SEPTIC TANK CAPACITY 2-6 6 0 0 L I LEACHING FACILITY: (type) -2— W P L L S (size)NO.OF BEDROOMS 3 BUILDER OR OWNER PER MTTDATE: 2 D3 COMPLIANCE DATE: 2� Z 5r O 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 k� r . f 1 ' r e: ` j � .d r_ �?00 o 7 1. Fee�0.�00 No. � THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .71 � Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01ppfication for Miooml 6potem Cow5truction Permit Application for a Permit to Construct( )Repair:V4 Upgrade( )Abandon( ) El Complete System XMdividual Components Location Addressor Lot No.4 3 7 7 I?o u.t e 28 Owner's Name,Address and Tel.No.Da v i d 9 She 2-i Cam t o n Co.tu.i.t 4377 Route 28 Assessor's gap/Parcel C o.t u-i,t, N a 4 4. 0 2 6 3 5 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 a. %. Nacomfe2 9 Son Inc. aC Cng.inee/zing 2854 Czage/tzy fl.ighway Box 66 Cen.tercv.i eie, Na-6,s. 02632 Eaz-t Na)zeham, Ma.a-6. 02538 Type of Building: Dwelling XX No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 5 0. 9 gallons per day. Calculated daily flow 3 X 1 10=3 3 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) U m i i n g t e a c h.i n.q 12.i.;t. I n.6.t a to i n g 1 /7A/�fn�0i.finnC04 and aye 509 g� err ��� � g rh�imOoaA Gark12d in 4' o/ 1%" .s.tone. 25'X12 9 '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 nd not to place the system in operation until a Certifi- cate of Compliance has been iss- d by this of Utalth. Signed Date 8122103 Application Approved b _ Date as 0 Application Disapproved for thV following reasons Permit No. ':>U o3—yd 7 Date Issued N4. �UU c (/` / u Fee di� f00 • _ tr ,Mt.yy. Sf THE COMMONWEALTH OF MASSACHUSETTS Entered in compute .Yes PUBLIC HEALTH DIVISION -TOWN OFBARNSTABLE,. MASSACHUSETTS J ' 01pplication for MQooal *pgtem Conotruction Permit, Application for a Permit to Construct( )RepairY(XN upgrade( )Abandon( ) ❑Complete System XEndividual Components Location Addressor Lot No.4 3 7 7 Route 28 Owner's Name,Address and Tel.No.Da U.i d X S h e It i Cam A o n Cotu.it Mass. 4377 Route 28 Assessor's Ivl60arcel C o t u.i t, 8 a b h. 0 2 6 3 5 1?4-64 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 a. 1. Macomlxea R Son Inc. aC Eng.ineeaing 2854 CAaQeAAy K.ighw y /3oz 66 CenteAvii1e, 11ah.6. 02632 £azt 1daAeham, Ma.sj. 02538 Type of Building: C_"q` btr-j Dwelling XX No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 3 5 0. 9 ;gallons per day. Calculated daily flow 3 X 1 10=3 3 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S.F Description of Soil:,-! Nature of Repairs or Alterations(Answer when applicable) Omit t i n g i e-a c h.i n g R.i t. I n i-a.0$.i n.g I-DiA.t.nigldinn O.nr nod iyo 50t) egntz opao n§ �h.�imRan.s nnrkoa in 4' o/ 11'z' .etone. 25'X12. 91X2' Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site`s`ewage disposal system in accordance with the provisions of Title 5 of the Environmental Cd not to place the system in operation until a Certifi- cate of Compliance has been isSgpd by this BoaXad o ealth. Signed < ,✓ ode n Date 8122103 Application Approved b Date f_1'.) d Application Disapproved for thV following reasons Permit No. 0 V 0.3 y Date Issued '0T THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired krX,�Upgraded( ) Abandoned( )by 1. 10. lrl n r n m a 0 a P Con r a c at 4377 Route 28 C o t u.i t. fl a s.s. has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.20 3- Y() 7_dated k--D2-C/ Installed. P. Macomlke z 9 Son Inc. Designer;C Cng.ineea-ing, Inc. The issuance of this pprmit shall not be construed as a guarantee that the syste fo' I s.des't'i'ne Date 2.5_1 D 3 Inspector No. iJn n 7 Fee $5 0. 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Miopooal *pgtem Construction Permit Permission is hereby ranted to Construct( )Repair(XX)Upgrade( )Abandon( ) Systemlocatedat 4§77 Route 28 Cotu.it, Maj.s. 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 P� t Date:_ � 2 Approved by TOWN OF BARNSTABLE LOCATION `12 77-1A Ltil o U7'/- A -0 SEWAGE # 16 0 .3. �>d 7 VILLAGE O;r it 1/ ,p ASSESSOR'S MAP &LOT 02-q INSTALLER'S NAME&PHONE NO. -l 44 A C 0 A/l JS e fi- S y.Z/ SEPTIC TANK CAPACITY J' e) o 0 Z I-7 LEACHING FACILITY: (type) j tJ P L C.5 (size) AS - 3 - A NO.OF BEDROOMS i BUILDER OR OWNER PERMITDATE: 2 a -COMPLIANCE DATE: �� 0 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 tj 0 O d . ® a c o NOZLSE. -�S THE COMMONWEALTH OF MASSACHUSETTS "T BOARD OF HEALTH 1-ow K) .. ......OF.... ... ... ... .................................................. ........... ... .. ............... AvYliratilln for Disposal Works Toustrwtion Frrmit Application is hereby made for a Permit to Construct or Repair an Individual Sewage Disposal -SY4= at:. ............. .... ........ ................ ............. ................... .............. 0 dodd%gs- or Lot No. ,,P ;4tu-z-f, Address .............................C�................;.............................. - -----­--------*............................*.......*---**----------------------------------- Installer Address A2 Type of Building Size Lot..7ZS:0 ......Sq. feet�- 0 Dwelling—No. of Bedrooms.............................................Expansion Attic Garbage Grinder Other—Type of Building ............................ No. of persons............................ Showers Cafeteria Other fixtures ----------------------------------------- ..........­--------­-------------*---------------------*............"..........*------------- Design Flow..'.14D.............................gallons per person per day. Total daily f1pw.......4 - ........................Olons. 1;Septic Tank—Liquid'capacity.ItM.gallons Length...... 'Vidth....4 Diameter................ Depth..- Disposal No- -------------------- Width_................... Total Length........._._........Total leaching area....................sq. ft. Dispo ' Trench Seepage Pit No-------- ------ Diameter...... ........ Depth below inlet..._..6......... Total leaching area.Zfo�a.....sq. ft. z Other Distribution box Dosil tank . .....b" Date___..I�:..LA.. )....... Percolation Test.Results Performed by... .......... .......\A .........(�& Test Pit No. 1'...4.1--minutes per inch. Depth of Test Pit...................... Depth to ground w'ater.......................... Test Pit No.'2................minutes per inch Depth of Teft Pit........_._......__. Depth to ground water.._...._...._........... ............... ..................................................;------------------- ------------------------------------------------------- 0 .............)A :n.1.4q.........AAV0A.VM....5A ......... Description of Soil....... . ..... .. .... 4 , ......................................I....................................................... .6...... *...................... .......................................................... .................. ............................................ ............. ..............�p........ ........................................................ -------------- U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ......................................................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TL I TL U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certifipate of Compliance has Yreen issu by t e boapd gyhealth. ............................... ..........................gn d.fi ppli en Approved at By....— ..... ........... ....................................... .........12�7. ........... TDate Appli&tion Disapproved for the following reasons:................................................................................................................ .............................w........................................................................................................................................................................... Date PermitNo.......................................................... Issued..:................................................... Date k Now.. FsS...... ......_ ' THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH E f r, ' `� • Applutttilan for 11ispnsttl•} nrkii Tonstrurtiun rrrntit Application is hereby made for a Permit to Construct O or Repair ( ) an Individual Sewage Disposal r. System at , .. .. ............ oca'tio ddress or Lot No .!1 .. ._D_........ � G..� - --tt•-�'-•�----wnerp"`1 .d L lJ ;.• •Address a L ......... —j"t -.. ----------------•-----•----•-----•---.._.. ........ ............. Installer Address Type of Building �? Size Lot..�5.1: +2......Sq. feet U Dwelling—No. of Bedrooms...............: ........:...:.......Expansion Attic ( ) Garbage Grinder ( ) Other—Type T e of Building . No. of persons....................... Showers — Cafeteria a YP g ---- P ---• ( ) ( ) Other fixtures 1 .................................................. ••----.....-•-•--. . -- -- --- ..........•................ j WW Design Flow...... 47.............. .......gallons per person per day. Total daily flow.... 4; .....--:......gallons. WSeptic-Tank=Liquid capacity I.I .).gallons Length ..... Width. C4 !P. Diameter.... .... ..... Depth_. -. .. x Disposal Trench—No........... ....... Width__ ...... Total Length .... ..Total leaching area.. ..._......sq. ft. Seepage Pit No........ ........... Diameter......k.D._...... Depth below inlet......t2.......... Total leaching area&, _..._sq. ft. Z `Other Distribution box (J ) Dosing tank ( ) aPercolation Test Results Performed by...1 - ......... Date..... ------. Test Pit No. I...." ...minutes per inch Depth of Test Pit................... Depth,to ground water.......................: Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water....--.................. . -•••......... ................••--..............--•-•-•.......--•-----••-•........-•..---- 0 1. . p U� �C U L „ IV11`�l rl/l �(� Description of Soil--- 0.-.7 -o. ..... 0_......� :� `? � { � �:. .... �.... ......... ' ! U �U ............... 1 w - -------==-------- -----------------•-------------- ! �i u ......................... .--------•-----• UNature of Repairs or Alterations—Answer when applicable...................................................... ........... ..................... � Agreement: ,✓, -- r� The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance;has l6een issujeA by(tt�/ee boa health. j gne ................................... ........ ..... APPlication Approved BY w`� ...... �. y `..... ...............•---------... Date ^° Application Disapproved for the f ollowwing reasons:-------•........................••-----...--•-------....---•--...:..--•--------•--------......................- ..........................•--..............-----••---•-.......---------.....--•---•-------....---------••.-•-•--•----------•----.....----•-•-•----•--........--..------------••..................=•-•--• Date r. PermitNo.............................0........................... Issued.:.....................•-•-•----•......-•............... Date E . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...........................................OF............... ... ................ Trrtifiratr of Toutplia"le THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed p(-) or Repaired by.................................................................................................. ••-•••------.........-•••--......-- /' ® _-t Installer at_.. �.67 -L--•---------- ---- - ---------------:----------------------- ------ . . --------•----_------ has been installed in accordance with the provisions of TIT�F rr of The State Sanitary Code. a� desc 'bed in the application for Disposal Works Construction Permit No......... ...Ll---a"�..... dated...........t/..� -- _-— ......... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CON TRUED AS A GUARANT E THAT THE SYSTEM WILL FUNCTION .SATISFACTORY. r' DATE............. •-•-• ................. � ........-••••.... ... Inspector: 7 -._...... :..:: �,._... �! �....... x THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 'p ....................... ......OF................ ......... ......... wisposal Works Tvanstrurtion rrrntit Permission-is hereby granted...............................................-=•-•--•-•-------------•------...........--•-----••--........................................•- to Construct ( ) or Rep it ( ) Individual Sem a Disposal System atNo. ��= ..' :... .... x. ..._....----••-•---•------------------------------••-•-- .....-r----......_............--•... i Street as shown on the application for Disposal Works Construction Permit N..�5__•_�'...V� Dated.._._..../� _f y���...._:_.... m_ ..............(...''�----•-•-------•---------•-- --------------•------.... Bo ard of Health ~ DATE ...................5...-----•`-� .............. <57 C"i _ LOCATION "ElJA.. E PERMIT l 6 6 c V I L L A C E INSTALLER'S NAME i DDRESS a. B U I L D E R OR OWNER A Vi AT PERMIT ISSUED ' 4 DAT E COMPLIANCE• ISSUED I oaf �� a TOP OF FOUNDATION ELEV. = 101.20' PROVIDE PRECAST CONCRETE 5"DIA. OUTLET(S)EXTENSION RISER WITH 1 FINISH GRADE OVER CHAMBERS= 98,50' - 98,90' r G E N AL OT E CONCRETE COVER TO WITHIN 6" REMOVABLE COVER SLOPE @ 2%MIN. OVER SYSTEM OF FINISHED-GRADE ABOVE 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 OVER D-BOX=98.90 FINISH GRADE FINISH GRADE OUTLET COVER [ METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE @ FND. EL.= 99.20 OVER TANK EL.=99.20 - 99.10 2"OF 1/8"TO 1/2"DOUBLE WASHED STONE ENVIRONMENTAL CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD 20"MIN.ACCESS COVER TOP OF SAS= 95.93' PLACE RISERS ON ALL CHAMBERS OF HEALTH AND THE DESIGN ENGINEER. I (TYPICAL FOR 2) 36"MAX. » 3 TO 6"OF FINISHED GRADE »SCHEDULE 40 PVC PIPE EXISTING 4" TH WATER TIGHT JOINTS SHALL 95.10' 36"MAX. BE USED N DISPOSAL SYSTEM UNLESS OTHERWISE NOTED. ...__PVC PIPE -� - � BREAKOUT EL = 95.60 4. TO PREVENT BREAKOUT,THE PROPOSED FINISH GRADE SHALL NOT BE LESS THAN =` PROVIDE WATERTIGHT ELEVATION=95.60'FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS" 2"DROP MIN. 3 9 - JOINTS P. 0 o A 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF = 3"DROP MAX. 4"PVC IN FROM O o00 �'� � �-I O THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. o L-J _ 14 _ SEPTIC TANK 4"PVC OUT TO . ± T \\\ LEACHING FACILITY UO w 5. SLOPE ALL SOLID PIPE AT 1.0%MINIMUM. I op D O D O 0 0 0 0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. *CONTRACTOR TO 96.00� MIN. 95j,83' 2' � . 0 I_I � � 0 0 0 0 00 0 = = = = I-"`� o0 7. LOCAL BOARD OF HEALTH TO BE NOTIFIED PRIOR TO BACK FILLING WHEN *CONTRACTOR TO CONTRACTOR SHALL VERIFY SIZE 48" VERIFY oX o0 op SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS NOT TO VERIFY AND CONDITION OF TANK AND TEES OUTLET TEE WITH GAS 6"CRUSHED STONE o 0` � 0 � � 0 � , � � o0 000 � � � � � oo BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH. AND REPLACE AS NECESSARY OVER MECHANICALLY _ 8. ELEVATIONS BASED ON ASSUMED DATUM OF 100.00 OBTAINED 8 Z BAFFLE ON BOTTOM 4' FROM A NAIL IN A TREE AS SHOWN ON PLAN. COMPACTED BASE 8 5' - � -- -- - -- _ ! 4.0' 4 9' 4.0' 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 5 OUTLET DISTRIBUTION BOX 25' (TY ' THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE TO BE INSTALLED ON A LEVEL STABLE < $7,94' 12.9' AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY EXISTING 1000 GALLON CONCRETE SEPTIC TANK BASE. FIRST Two FEET OF OUTLET 93.10 GROUND WATER ELEV.= !; 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 81-60' WIDTH 41-10' DEPTH STRUCTURES SHALL BE MADE WATERTIGHT. CROSS SECTION VIEW SEPTIC TANK PROFILE BOX TYPICAL CHAMBER PROFILE CHAMBER DETAILS CHAMBER END VIEW 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR DISTRIBUTION I U T I O N O DETAIL ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH NOT TO SCALE NOT TO SCALE NOT TO SCALE DETERMINATION FROM APPROPRIATE AUTHORITY. w` 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS D / TEST PIT DATA LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. AG 13. WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND t -N.A. DOUBLE S ENT: FINES. 2 a SOIL EVALUATOR:- Samuel Philos Jensen JUNE 13 2003 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND O�. DATE: UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES F O IT j LEACHING FACILITY. REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN Y OR OTHER UNSUITABLE MATERIAL TEST P #: © _•.. •. COARSE SAND FREE FROM CLAY, FINES N r ELEV TOP= 9894' ACCORDANCE WITH 310 CMR 15.255(3). ' _ 6 ELEV WATER- <8794' 15. CONTRACTOR SHALL.NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN SITE CONDITIONS'FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PERC RATE_ <2 MIN/IN ;, 16. PROPOSED PROJECT IS LOCATED WITHIN: O. / ' 3 ` DEPTH OF PERC= 48"-66" ASSESSORS MAP 24 PARCEL 64 V�. Y t + � / MAP 24 O r " . TEXTURAL CLASS: 1 17_ OWNER OF RECORD: CAMERON, DAVID&SHERIDAN W f t ADDRESS. 0 8.94' ` PARCEL 65 4377 FALMOUTH RD r v'.� 4 f /} f S 6 PI '% f � V � � 9 COTU IT, MA 02635 N/F BARON Ems., �. ► r O/E Sandy Loam `v \ 4 • 'W` lJ ` 9 rj �� 10YR 3/2 FEMA FLOOD ZONE PV OO MAP�24 .� + �, A 5 98.52' AS SHOWN ON COMMUNITY PANEL# 250001 0021 D CO PARCEL '` �` � '� '�, g Sandy Loam 18. PLAN REFERENCE: 25,000 S.F.± {� » , *�F °` 10YR 5/6 1. PLAN ENTITLED"SUBDIVISION PLAN OF LAND IN BARNSTABLE(COTUIT), MASS. FOR CEDAR » ACRES REALTY TRUST, FEBRUARY 4, 1970, SCALE 1"=50% S.R. SWEETSER, ENGINEER, t l 45 95.19 DENNISPORT MASS. BA "48" 38C2591, SHEETS 1 AND 2 ON FILE AT THE BARNSTABLE COUNTY REGISTRY OF DEEDS IN TUBE 167. ,. Perc. 91 � �9iI' fi - • » m-c Sand 2. THE 1931 STATE+LAiOUT OF ROUTE 28(FALMOUTH ROAD),ON FILE AT THE BARNSTABLE /'/ / �' \ \ • r.} ` 2.5Y 6/6 ' COUNTY REGISTRY ON ROLL 2, FRAMES 519 AND 520. „ r " S s �\ 1 - !1 , 9. DEED REFERENCE:.. 1 1. BOOK 9461 PAGE 47 ,9 s 71" 93.02' 20. ALL fiJISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. EXISTING 1000-GALLON ' r .-' ' . _ r m-c Sand ao op SEPTIC TANK C2 2.5Y 8/4 21. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY C #4377 o p6's FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. LOCUS PLAN EXISTING B.M. / \ DWELLING M 9g Nail in Oak No Groundwater or rn , Elev. = 100.00' Mottling Observed ` Assumed SCALE: 1"= 1000' 132" 87.94' TOF= 101.20' \ DATA i \ DESIGN D/'-�►'1"A PERCOLATION TEST RESULTS LEGEND DISTRIBUTION BOX DEPTH OF PERC.: 48"-66" \ 12"0 NUMBER OF BEDROOMS: 3 START PRE-SOAK: 12:30 _ - .0 DECK 0 INSTALL TWO DESIGN FLOW. 110 GPDBDRM END PRE-SOAK: 12:38(24 Gal) 50 - - EXISTING CONTOUR EXISTING LEACHING PIT 99 s �°� 500-GALLON CHAMBERS TOTAL DESIGN FLOW: 330 GPD 0 DE _ TO BE PUMPED AND \ SIGN FLOW X 200 /0 660 GPD TIME AT 12": N.A. 50 PROPOSED SPOT GRADES FILLED WITH CLEAN k TIME AT 9": N.A. SAND ' "OAK USE EXISTING 1000 GALLON SEPTIC TANK r 50 PROPOSED CONTOUR TIME AT 6": N.A. 99 ( OAK TIME FROM 9"TO 6": N.A. E/T/C EXISTING OVERHEAD UTILITIES 0 15"OAK ?LP `30 INSTALL TWO _ RATE: <2'Min./In. s8 O 500 GALLON CHAMBERS apO$ \ ' W EXISTING WATERLINE 12"OA.� AK 99 SIDEWALL CAPACITY GAS EXISTING GASLINE 6" -'/ \ (LENGTH +WIDTH)(2 SIDES)(EFF. HEIGHT)(.74 GPD/SQ.FT.)=GPD 1 TEST PIT LOCATION (25 + 12.9)(2)(2)(.74 GAUSQ.FT.)= 112.2 GAL. LEACHING/DAY EXISTING 1000 GALLON SEPTIC TANK r BOTTOM CAPACITY 0 MAP 24 , \ MAP 24 (LENGTH)(WIDTH)(.74 GPD/SQ.FT.)= GPD » 4 SOLID SCHEDULE 40 PVC PIPE LL (25')(12.9')(.74 GAUSQ.FT.)= 238.7 GAL. LEACHING/DAY PARCEL 62 PARCEL 70 ❑ DISTRIBUTION BOX co N/F DUARTE I N/F BONARRIGO TOTALS: 0 0 i v i 500 GAL. LEACHING CHAMBER J TOTAL LEACHING AREA 474.1 SQ.FT. `pp 9 TOTAL LEACHING CAPACITY - 350.9 GPD cc MAP 24 t PARCEL 71 k N/F HILL REV. DATE BY APP'D. DESCRIPTION �9, PROPOSED SEPTIC SYSTEM UPGRADE co PREPARED FOR: DAVID & SHERIDAN CAMERON LOCATED AT 3 4377 FALMOUTH ROAD O COTUIT o RESERVED FOR BOARD OF HEALTH USE `o C) SCALE: 1 INCH = 20 FT. DATE: JULY 7,2003 0 10 20 40 80 FEET OF �r OHN L ��w PREPARED BY: a CHClViI ALL � JC ENGINEERING, INC. iz: " 4180' 2854 CRANBERRY HIGHWAY EAST WAREHAM, MA 02538 E SITE PLAN 508.273.0377 cu SCALE: 1"=20' `f17�p3 Drawn By: SJ Designed By:SJ Checked By:JLC JOB No.471 — 20 FT MIN. TOP OF FOUND. --- -- '- ----_ ---_ __ --- ---- --_ _ -_ _----- _. . __- -- - a'� s� EL = /:. = 10 FT MIN. h Y� s s 1 CONCRETE -- 4� SCH. 40 PVC —CLEAN SAND `s d -�� / COVERS PIPE- MIN. PITCH 1/8" PER FT COVERETE 77 4 CAST IRON - 2" LAYER OF �; t 14 *�,• i 12"PIPE - MIN. PiTCt' MAX , 1/8"- 1/2" WASHED 1/4" PER FT _ STONE FLOW LINE Z ijo 10 MIN. � _ — EL —_ El- - DIST EL= o a o r > LOCATION MAPry -- BOX ---_-_ - ,. Lr 3/4 1 1/2 . w a 0 a WASHED STONE U- o o`t, o 0 1 W y J ��' GAL. PRECAST LEACHING _ , BASIN OR EQUIV. EL.= / SEPTIC 6.0, i TANK -� I fc ` PROFILE OF BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE E L. � SEWAGE DISPOSAL SYSTEM GROUND WATER TABLE( EL./ / ) _ it NOT TO SCALE DESIGN CALCULATIONS SOIL TEST r.M. - LDGi OF NUMBER OF BEDROOMS ..X r- - �__ _ DATE O F SOIL TEST GARBAGE DISPOSAL UNIT . . . . . .9ssvNt£!v WITNESSED BY h s. N /,2s vo TOTAL ESTIMATED FLOW RATE `- z l'ria GAL /BR./DAY x _.3 BR. GAL./DAY P RCOLAT d T MIN./INC E I N A H w. REQUIRED P7!C TANK CAPACITY. . _—: i' _ GAL OBSERVATION HOLE I OBSERVATION HOLE 4' ACTUAL �)- SEPT; 1-ANK �' ' GAL. ELEVATION = / � ' —ELEVATION = „' LEACHING AREA REQUIREMENTS a SIDEWALL AREA _ -Z .5` GAL / S.F. r BOTTOM AREA _Z_4_— GAL./S.F. LEACHING CAPACITY ( BOTTOM + SIDEWALL) ._ :' Y GAL. I ! RESERVE Lr 4CH�NG CAPACITY GAL, Euq'�ar SANG 4 TEST g• w! pA0p sa— ;odx 2 ; V C 0.,A;� ;q_ f Cy JND•�, �: >r:: �,.� NOTES i 1l�r(1S!` N � i 47 - I. ALL WORKMANSHIP AND MATERIALS SHALL i CONFORM 1 I TO D.E.Q. E TITLE 5 AND THE TOWN OFNr���' 0 RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE } 2 ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO I WITHIN 12it OF FINISHED GRADE. 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY MIN FRONT SETBACK I THE SAME. MIN REAR SETBACK .,. 4. NO DETERMINATION HAS BEEN MADE BY THIS OFFICE AS TO MIN SIDE SETBACK COMPLIANdE WITH TOWN ZONING REGULATIONS. OWNER/APPLICANT APPROVED BOARD OF HEALTH t? IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. DATE AGENT PROJECT LOCATION: rt' r z LO-T �, /�.(3UTE Z�> , L3f�pN5TA8L_i (COT UtT)� 1�1f i LEGEND SCALE DR BY: DATE d $ 0 O ��. , ��h .,. 1 - 'I C' L+l. <T`!f G f . i�1 F u EXISTING SPOT ELEVATIONS OOxOsA !y, B No APPO. BY: REV EXISTING CONTOUR? . - _ _ _ _ 00 - -- - - - A�'� �`�� � JAiM RICHAR,, IOcs '`x 4 LOT /,g._ l.�r 3 Ld�- /� FINAL SPOT ELEuaT,ONS OO.O - RJAME uICHAR �� U �da.�b��N � ' FINAL CONTOUR t 0 ` No.278N ),P" �� R ✓. OHE4RN, /NC. DRAWING SITE !- t.__�`11\►! SOIL T E 5 1 L.CC AT i 0 N °�� f;, R£G. ANO SURVEYORS-REG. SAN/TAR/ANS N0 •J 35 ROUTE 134 — UNIT 2 `I��' SOU-A G _N.N/S , MA SS. O F _ >t<.,