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HomeMy WebLinkAbout0021 PINE STREET - Health 21 Pine St / 248-081 Hyannis TOWN OF BARNSTABLE LOCATION SEWAGE# 9•c)J L% *� VILLAGE lqu6 on 1 �ASSESSOR'S MAP&PARCEL�a:P� INSTALLER'S NAME&PHONE NO. %�(.�S:. � rS coins,), .Sc:,14-3 Ga- SEPTIC TANK CAPACITY l 5-60 13 � LEACHING FACILITY.(type) (V(J CM y S/W641 (size)toz NO.OF BEDROOMS OWNER Tkie fi4aLl n +I f In�- PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and beaching 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 cif �J IJ VI U' N e mo- W i 1 i 1 1 1. �� No. 0! & 7� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOW4 CF 4RNSTABLE, MASSACHUSETTS Yes applitatlon for Disposal *pstem Construttion i3Prmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. ' P,_h4 5J /1C-A/I A Owner's Name,Address,and Tel.No.Assessor's Map/Parcel 10, 01117tin 04 !w 11 MCt S h J(4H '7 -;LA4 Al 4 Installer's Name,Address,and Tel.No. Sag-36; (P-37 Designer's Name,Address,and Tel.No. �.3 f �►•�per ��lJ �,, ,, �elfl-IVA CAR Swrv­d At o j)v�L i-)e )41j 1L+-u} G4,1 Type of Building: I Dwelling No.of Bedrooms L4 Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 11 Of 4 C Kw&�� 86kf/gpd Design flow provided gpd Plan Date 14(n 2N� umber of sheets Revision Date Title Size of Septic Tank 1906 Type of S.A.S. Cha.,wA�o` �� �CALJ GtM��1 Description of Soil S Cf Soy t I Lqf 44 G rP- ` 7 1-f ( tvrCK 114 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 Certificate of Compliance has been issued by this Board of Health. Date Application Approved by Date c3 Application Disapproved by Date for the following reasons Permit No._�/L:5 0 r� Date Issued -----------------------------------------------------�--------- --------------------------------------------- - e No. C9Cam' �7`� Fee /v e THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION =TO`WI 6;- ._ 1RNSTABLE, MASSACHUSETTS Yes 2ppfitation for Disposal bpstem Construttion Permit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ;) ❑Complete System ❑Individual Components Location Address or Lot No. a I ���� S� NO-1^A If Owner's Name,Address,and Tel.No. l g Assessor's Map/Parcel a 4 'r 0 r) 41 -n di,, };,,1--f 7 a,Z/4 A f I/, ryv✓e' (! Installer's Name,Address,and Tel.No. Sot 36). 6.137 Designer's Name,Address,and Tel.No. tw-1 �(} Sir ,-nc { Type of Building: ' Dwelling No.of Bedrooms ff Lt Lot Size sq.ft. Garbage Grinder( moo f Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) I I fl >< bt t4 U c a "`fCgpd Design flow provided gpd Plan Date _{tin H , )op3umber of sheets Revision Date Title Size of Septic Tank ISO 0 Type of S.A.S. tS C!r A-e r r n (p/j�r.,5 1 Description of Soil S t"j- :� 1 t. �(' tf Lj c Nature of Repairs or Alterations(Answer when applicable) f. Date last inspected: j Agreement: t 1 The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in - I accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ! d Date C-7Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued ---------- - - _ ---- --_- --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by I at has been constructed in accordance V With the provisions of Title 5 and the for Disposal System Construction Permit No. ,^/ ated Installer l-P, S (co ti Designer F A C, � C4 d(r' #bedrooms U Approved design fl9jv gpd The issuance of this permit shall o be constrqbd as a guarantee that the system will nction esi ed. Date Inspector No. l Q 26 Fee 6 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal 6pstem Construction Permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( ) Abandon( ) System located at { , ,1 -e \j P l-'i ),) , ( ^+3 C, and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. • � r I Provided:Construction must be ompleted within three years of the date of this(by7 it.Date Approved e Town of]Barnstable P# ' Departitnent of Regulatory Services vAmwrABLx1 Public Health Division Date 200 Main Street,Hyannis MA 02601 `� aC� Date Scheduled tJ Time 6 Fee Pd, l d O Soil SuitabilityA�ssessment for Se age Disposal Performed-By: �4 �y-� ' "t_ Witnessed By: LOCATION& GENERAL INFORMATION _ Location AdclreSs ,Z Owner's Name �„t./ ( �I�JE�Tttt- - e, 'll\ r 1'111n`utLv cAK 1���� Address �T�`"�In`�Z"� Sig-3CL- 4��2�L . 5 Assessor's Map/Parcel: � 2�� F>6 g{ Engineer's Name NEW CONSTR^U�,CTIONd7 REPAIR Telephone# --[5 7- ?— 3Ta"G�� Land Use: �ST�7 ,4`>C Slopes(96) Surface Stones h cIKA y Distances from: Open Water Body qL//A" ft Possible Wet Area �lA- tt Drinking Water Well�vl.✓ Draihage Way AJ l A� ft Property Line 30 ] ft Other tft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands In roximity to holes) ktVt Parent material Bolo is (g g ) S �'' .,, Depth to Bedrock,< t� r,P Depth to Groundwater. Standing Water in Hold Weeping troth,?It Fgee! r f �. Estimated Seasonal`High Groundwater` 2+ i' DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: 'Y In. Depth to sell mottles: Depth to weeping from side of obs,hole: N� In, aroundwater Adjustment �/x E. Index Well# Reading Date: ArIA- Index Well level _ A ,factor � ,.tl/A_ Adj.Groundwater Level� �2 PERCOLATION TEST Observation Hole# Time at 9" / j 3v Depth of Perc / Time at 6" Start Pre-soak Time @ '4 s Time(9"-6") End Pre-soak �U-Od 4 41 Rate Min./inch Z M Site Suitability Assessment: Site Passed y Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on-Back--------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1) week prior to beginning. Q:\SEPTIC\PERCFORM.DOC i DEEP-OBSERVATION HOLE LOG Hole"# Depth from Soil Horizon Soil Texture .Sdil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o i ten w.%'Gravel) As" /2 . 2( ,. B CcsZ aCLG�'Q U % Me vw, 6n '= /44' @2 rhodc""t I DEEP OBSERVATION HOLE LOG Hole# Z �r '57 q Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. collsistency.%O ve e"vel � r CZ e Z s- 7¢ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%O e DEEP OBSERVATION HOLE LOG Mole# Depth from Soil Horizon Soil Texture Soil Color soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders. Cositn Flood Insurance Rate Map: / Above 500 year flood boundary No— Yes Within 500 year boundary No Yes•_ _ Within 100 year flood boundary No.._,_,_., Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious m'terial exist in all areas observed throughout the area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervio s material? Certification I certify that onr� (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 10 CMR 15.017. g Si nature "/V SA—t4 Date 1'17- i3 , 23 9 Q:1S.EP'rlCIPERCPORM.DOC TOWN OF BARNSTABLE r _ LOCATIONkdV ` e,» SEWAGE # VILLAGEIva") ASSESSOR'S MAP & LO' a r - ) l / is INSTALLER'S NAME PHONE NO kll i SEPTIC TANK CAPACITY A& LEACHING FACILITY:(typejZ �// 0�^ (size) ' ;" NO. OF BEDROOMS 41- PRIVATE WELL 4EPUBLIC WATER BUILDER OWNER- ��iQY .ST.z —Z-/, DATE PERMIT ISSUED: 21=27/ DATE COMPLIANCE ISSUED: 'oZaZ ^ VARIANCE GRANTED: Yes a c � ul .wi w w W �4 o� b .is l�iv O O z THE COMMONWEALTH OF MASSACHUSETTS B.OA RD OF HEALTH TOWN OF BARNSTABLE Appliratialt for Uintlt tial Nork,s C omitrurfi it runfit Application is hereby made for a Permit to Construct ( ) or Repair (P<) an Individual Sewage Disposal �� //�f� ' a' / L .:`�. � ..--------��................. -•--- IV------------------------------------ Locatiio�n-:�\d,�dre �{" yQ /� ------------------•-----------•--------•----•--.`[..�-----.....---......-C•%+-v--^-•---- Owner Address a ` ................... ,,c r�rr C r rs - 4 '°! s .------._..v!... ...va s Installer Address UType of Building y Size Lot--------_...................Sq. feet U Dwelling—No. of Bedrooms_______________:!--------------------------Expansion Attic ( ) Garbage Grinder —j-GllO aOther—Type of Building ---------------------------- No. of persons------------------------.... Showers ( ) — Cafeteria ( ) Q' Other fixtures --------------_---.-.------------------------------- W Design Flow.............:� _-____________--gallons per person per day. Total daily flow............... yU.................gallons. R: Septic Tank—Liquid capacity/5PQ---gallons Length________________ Width_-------------- Diameter----............ Depth................ Disposal Trench—No. --------/....._.... Width...._`?......___ Total Length._.-��otal leaching area....................sq. ft. Seepage Pit No-___---__-.---.-- Diameter.................... Depth below inlet---/f— _. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by-------------------------------------------------------------------------- Date........................................ aTest Pit No. 1-----------------minutes per inch Depth of Test Pit.................... Depth to ground water----__..._---._-_--_-... Gx Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ 9 ---------------------------------------------------------- -----------------------------------------......................................................... 0 Description of Soil......................................................................................................................................................................... x v -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- W --- .............. --------------- ------------------------------..._...-------------------------------------------------- ---- --------. ------------•------- - ------------------------ UNature of Repairs or Alterations—Answer when applicable.--!`�.°S '�'l____'�"____I5 � s _ ._.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance Pps been issugq by the board of health. Signed . ........ .... . ... �7��t1 ........ ...... c 9`S Dare Application.Approved By ------------------------------ ---------------------------------------------- ---------------------------------------------------------------- -------------- ---- ------------ Dare Application Disapproved for the following reasons: ........................................ ......................................................... -------- -------........---------.....-----------...-------------------------...............-------------------------------- ........................................ �� .� Dace Permit No. Issued ....................................... Dare No...:r........... Fps.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Applirativit for Diti-puml Wnrk,i Towitrnrtinn Permit Application is hereby made for a Permit to Construct ( ) or Repair (X) an Individual Sewage Disposal System at: 8 /IV .a_ __j ............................. ............:/_ Location-:�ddres or Lot No. -------------- •--- •--------------•- ---------..---- Owner Address s Installer Address UType of Building Size Lot............................Sq. feet Dwelling— No. of Bedrooms---------------4-------------------------Expansion Attic ( ) Garbage Grinder (---�-A/p aOther—Type of Building ____________________________ No. of persons----------------------.----- Showers ( ) — Cafeteria ( ) QOther fixtures .........---•-----•-------------------••-----------....----------=---------------------- ---...---•--•----•------------------------------------------. w Design Flow______________S.S -----------------gallons per person per day. Total daily flow.............. .................gallons. WSeptic Tank—Liquid capa6ty/_5PQ__gallons Length________________ Width---------------- Diameter---------------- Depth................ Disposal Trench—No. -------/.......... Width...._-7..________._ Total Length___35:-�Total leaching area....................sq. ft. Seepage Pit No_____________________ Diameter-------------------- Depth below inlet___e_lC _ Total Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Tesi Results Performed by.......................................................................... Date........................................ a 1 Test Pit No. I................minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ (14 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 9 ....................................... ..............................................................................................................{...... 0 Description of Soil........................................................................................................................................................................ x U ----•---••••-••-••••--•----------•---•--••-----------•--•-----•--------------------•-------------•--•--------•--•---•-----•••---------------•-------------------•--•--------------...----....-••-------- w ___ tx) Nature of Repairs or Alterations—Answer when applicable._.- �_._��:�'L___'4:....�-�_`Z___�._r�'� ----j-/�N-'K-- ..........�1 r' 1 -�%C.✓�T7 r2 r'`Jf• / .._ ................`•STT/N.�..........._.. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issu by the board of health. Signed ...... .......... d ------------------ ------,-�----- gS.� Date Application.Approved By -------------------------------------....------------------------------------------------.-..--------._._..-------------------------------- ---------------------------------------- Do te Application Disapproved for the following reasons- ---------- -------------------------------...----------.....-----------------------------._----------------------------------- ---------------------------------- --------------------------------------------------------------------------- ---------------------------------------------------------------------------------------- ---------------------------------------- Date \r mit No. <` -------- z Issued\ Date - - �•��.�--�.—..=-.._.�--:--c_z.-.->....�.���,.�-:�a...��c�®o<ac.cz a-�:�-z..»_a�r.�-�:a....�w ..._�-:�,z�,:.���_.._ .,-r..,�m .r.. -�,._.__.__ _.��,�.. THE COMMONWEALTH OF MASSACHUSETTS r-- BOARD OF HEALTH TOWN OF BARNSTABLE (9E1Ctiftrate of C�amplianu THIS IS TO CERTI� That the Individual Sewage Disposal System constructed ( ) or Repaired (D< ) by -----_.........................................;P 4;7_-G-.L Uri---------.---... �U Js" L-cJ.U.<��l m.,tanet at -----------------.---------------------------------------- .. r-,N�------.. e T` - '.......�'i 11�/i—� has h th6 pp p p --- --CO-_ 2......_._- dated - ode as described in the beelicatSonlfored lDisc Disposal nce provisions Per of Tit ITLE 5 o he State Environmental C�7��� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-... - 77 ...' ...`. C - - - Inspector .. -.... ,." !... ........ - - - A—T (THE COMMONWEALTH OF MASSACHUSETTS m�,� .-—_`U��� BOARD OF HEALTH TOWN OF BARNSTABLE No......................... FEE........._.. Ditipmal nrkii Tumtrurti.vn rrmit r Permission is hereby granted.........................� Q�.. ....?-?..-•....------------ I .........0 1<".. K1?'...1........ to Construct ( ) or Repair an Inndividua Sewage Dis osal System -/--h----l--�---- _�'Lr , --�- -----------------------------------at No.................................................... F ' U�I1'4 ......... Street r� / , as shown on the application for Disposal Works Construction Permit No.-l-�__.�.7 Dated_- 44 7/i5 DATE Board of Health FORM 36508 HOBBS A WARREN.INC..PUBLISHERS it LOCUS DATA - 28 PINE STREETsr Mq�H CURRENT OWNER MAY INSTITUTE N ST PINE STREET PLAN REFERENCE 145-87 -- - - - - - - - - - - - - LOCUS �. SIDEWALK DEED REFERENCE 10220-232 - - - - -" - - - - - - - - -7L I i � - - - - - - - - - - - - �IT�ILITY POLE I�_ N 89'32'45" E 113.21�� I A=17.70' < ZONING DISTRICT RB � o 52.3N ^� - - - - - - - - - -' 1 �` \ R=432.43' FLOOD ZONE "C" LOCUS MAP �� ^� EXISTING ( \O II NOT TO SCALE: ASSESSORS MAP 248 �\ `t: PARKING 1', G� c�o 51.6 33.2' 1 13-0102 PARCEL 081 s - OVERLAY DISTRICT ZONE it - WP _ - - - - - - I \� i �,`` OFAtq \ �o� EDWARD tiG LOT AREA 14,020t S.F. \\ I 0 A. STONE N . 2 SITE & SEWAGE , — C �NALL REPAIR PLAN �� ,\ EXISTING 4 21 PINE STREET /\/ EXISTING BEDROOM BUILDING J 'I'a.\ DRIVEWAY ��, GARAGE H YA NNIS 4 \� �� BENCHMARK CORNER OF BULKHEAD N \ \ F� 3 ELEVATION 52.53 BARNSTABLE, MASS 14.3' o RAMP` DEGk ` _ - —52 - 12.3' N DATE: JANUARY 24, 2013 0.0' 1 �' EXISTING 1500 OWNER/APPLICANT: D.T.H. #2 OBS L�� GALLON SEPTIC MAY INSTITUTE 1 TANK TO REMAIN 940 MAIN STREET O D.T.H. #1 � 0 Z�_-- � EXISTING D-BOX SOUTH H AR WI CH --�_ TO BE REPLACED WITH A D-B6 MA 02661 ���N 10oBs SHEET 1 OF 2 50.4 �- 50.9 - _1 .2' EXISTING S.A.S. TO BE ABANDONED PREPARED BY: UTILITY - AND OR REMOVED FROM SITE IN E A S SURVEY, INC. Z _ POLE - -51 ACCORDANCE WITH TITLE V u N 82'12'40' 141 RT. 6A w 71.57 . _ o 0 20 30 40 P . O. BOX 1729 N N SANDWICH , MA 02563 PROPOSED S.A.s. 6 ROWS OF 8 CHAMBERS PH. (508) 888-3619 GRAPHIC SCALE: CELL (508) 527-3600 1 INCH = 20 FEET r SYSTEM DESIGN RAISE COVERS TO WITHIN 6" OF FINISH GRADE 1 (2) OBSERVATION PORTS TO EXISTING DESIGN FLOW TC = 52.34 FINISH GRADE GRADE / SCREW ON CAP 4 BEDROOMS AT 110 GPB/D 4AQ GPD ELEV. 51.8 FINISH GRADE TOP 51.03 ELEV. 51.4 /� //4,- GROUND ELEVATION 51.3 REQUIRED SEPTIC TANK VV 2�� .3' OF COVER ___440 x_2 _ 880 GAL. TOP ELEV 49.0 SEPTIC TANK PROVIDED = __1,3�Q_GAL. EXISTING 4" PVC 13'CcS=0.065 9' �= 0.01 SCH 40 �-- - 4" PVC SCH 40 a' 2 MIN-3 MAX �• INV.= EXISTING INV.= SIZE OF LEACHING FACILITY REQUIRED : .1. 49.95 10"TEE 14"TEE INV.= N �f..f. TO REMAIN INSTALL 49.787INV.= DESIGN PERC RATE __ _ MIN./INCH I- 5--7- GAS BAFFLE OUTLET LONG TERM APPL. RAE 9•_74-GPD/S.F. rc 4'-61/2 (48) 34" x 48" x 12" CHAMBERS OF Id 4'-1" LIQUID LEVEL 20 DB6 QUIK "4" INFILTRATORS \(N Ass 48.93 INV.=48.67 > SIZE OF LEACHING SYSTEM PROVIDED: 0qINV.=48.76 6 ROWS 1N BED FORMAT x go DA D G�, • 32.0' -I a 48.00 440 _ 0.74 SF/GPD = 596 S.F. MIN. REQ. H e, 8 CHAMBERS 032' PER ROW OR c ao Lo USING 8 CHAMBERS IN 6 ROWS (48 UNITS) No 211 EXISTING 1,500 GALLON SEPTIC TANK ELEV, 39.2 AND NO STONE AROUND q p TO REMAIN UIK "4" INFILTRATORS F R� Q �isTE OBSERVATION PORT sANITAR\ CONSTRUCTION NOTES: / SCREW CAP 4.73 SF / LF X (6 x 32) = 908 S.F 13-0102 Z��I3 1. CONTRACTORS / INSTALLERS SHALL VERIFY GRADES AND SAND FILL 908 x 0.74 G/SF = 672 GPD ELEVATIONS AND SITE CONDITIONS PRIOR TO COMMENCING 672 GPD PROV > 440 GPO REQ.= 232 GPD RES. WORK ON THE SITE. SITE 8c SEWAGE 2• NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE NO (GARBAGE DISPOSAL / GRINDER ALLOWED) WITH DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT o FROM REPAIR PLAN 3. IEHICULLARS TOAITRAFFIC, PARKING OFSUCH DETERMINATION VEHICLES AND OP AC NGAUTHORITY. 11 MATERIALS OVER THE IC TANK, DISTRIBUTION BOX AND 21 PINE STREET S.A.S. AREA IS PROHIBITED 2 83' 1 2.83' 1 2.83' 1 2.83' 1 2.83' 12.83' D.T.H. #1 D.T.H. #2 GENERAL NOTES: 16.98' (6 ROWS) DATE: 1-17-13 DATE: 1-17-13 H YANNIS 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. GROUND ELEV. 51.3 GROUND ELEV. 51.4 SIDE VIEW NO GROUNDWATER NO GROUNDWATER IN TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS FOR SUBSURFACE DISPOSAL OF SEWERAGE. I DATUM 2. AT LEAST ONE ACCESS POINT OVER TANK TEES SHALL BE A A BARNSTABLE, MASS VERTICAL DATUM: LOAMY SANG LOAMY SAND WITH Y REMAINING ACCESSIBLE WITHIN 3 OF FINISH GRADE, WI AN E G ACCESS PORTS BROUGHT TO WITHIN 12" OF FINISH GRADE. 1 MSL± / BARNSTABLE GIS 10YR 3/3 12„ 10YR 3/3 8„ DATE: JANUARY 24, 2013 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE 1 BENCH MARK USED: CAPABLE OF WITHSTANDING H-10 LOADING UNLESS B B OTHERWISE SPECIFIED. CORNER OF BULKHEAD LOAMY SAND LOAMY SAND OWNER/APPLICANT: 4. THE EXCAVATION CONTRACTOR SHALL VERIFY THE LOCATION ELEVATION 52.53 10YR 5/6 10YR 5/6 OF ALL UTILITIES PRIOR TO ANY EXCAVATION. EL. = 49.1 26" EL. = 49.4 24" MAY INSTITUTE 5. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE OR WITHIN 6" OF GRADE SHALL BE MORTARED IN PLACE. INDICATES DEEP 940 MAIN STREET 6. FINISH GRADE SHALL HAVE A MINIMUM OF 0.02 FEET PER DTH #1 ib TEST HOLE C-1 48" C-1 FOOT OVER THE S.A.S. AND DISTRIBUTION BOX.SOUTH H A R WI C H 7. SEPTIC TANK SANITARY TEE'S SHALL BE CONSTRUCTED OF COARSE SAND COARSE SAND ' SCHEDULE 40 PVC AND SHALL EXTEND A MINIMUM OF 6" ABOVE 10YR 6/6 10YR 6/6 MA 02661 THE FLOW LINE AND SHALL BE ON THE CENTERLINE AND INDICATES NO MOTTLING 10% GRAVEL 60„ 10% GRAVEL 66" LOCATED DIRECTLY UNDER THE CLEAN OUT MANHOLES. P-1 48" PERC TEST NO WEEPING C-2 C-2 SHEET 2 OF 2 8. THE INLET PIPE INVERT ELEVATION SHALL BE NO LESS THAN C. MED. SAND C. MED. SAND 2 INCHES NOR MORE THAN 3 INCHES ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. � 2.5Y 7/4 2.5Y 7/4 144" INDICATES ADJ. GROUNDWATER PREPARED BY: 9. THE SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9 INCHES NO G.WATER NO G.WAER E A S SURVEY, INC. 10. THE OUTLET BAFFLE,4 INCHES INRY TEE SHALL BE EQUIPPED DI METER AND CONSTRUCTEDTH A OF 4"GAS PVC NO OBS. GROUNDWATER 144" 146 ELEV = 39.3 ELEV = 39.2 141 R T. 6 A 11. ALL PIPES SHALL BE SCHEDULE 40 PVC SEWER PIPE AND B.O.H. - SHALL BE SLOPED 1/4 INCH PER FOOT MIN. EXCEPT FOR THE NO OBSERVED GROUNDWATER DON DESMARAIS FIRST TWO FEET OUT OF THE DISTRIBUTION BOX WHICH SHALL DEPTH TO BOTTOM OF HOLE 11.0' SOIL EVALUATOR P. O. BOX 1729 BE LEVEL ED. STONE 12. CHANGES OR REVISIONS TO SEPTIC DESIGN REQUIRE NOTIFICATION VARIANCES REQUESTED BACKHOE OPERATOR. SANDWICH , MA 02563 TO EAS SURVEY AND APPROVAL. INC. FOR B.O.H. AND.DESIGN ENGINEERS REVIEW„ BRUCE (ELLIS BROTHERS) 4 NONE SOIL TYPE: 1 PH. (508) 888-3619 13. MAGNETIC TAPE ON ALL COMPONENTS. t PERC RATE: <2 MIN. PER INCH f CELL (508) 527-3600 LOADING RATE: 0_74 GAL/SF/MIN