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HomeMy WebLinkAbout0009 ORIOLE LANE - Health 9 Oriole.Lane, ..Y v•1. P. - � -. ! •.�` - ? Marstons Mills A = 01,3 050 j TOWN OF BARNSTABLE v 1,. Q► A LOCATION e ` SEWAGE #7-m2-'-IL T VIL�.AGE ' SWwS K-LL 5 ASSESSOR'S MAP & LOT 0[3_ So INSTALLER'S NAME.&PHONE NO. C- S\e,<�,.S `17 L-90N SEPTIC TANK CAPACITY IW(Y ` ' \ LEACHING FACILITY:;(type). C."\s�.�erS (size) qtNJ NO.OF BEDROOMS 1-BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: IO °J` 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 sAe or within 200 feet of leaching facility) . Feet Edge of_Wetland and Leaching Facility(If any wetlands exist'r within 300 feet of leaching facility) Feet Furnished by Gz�zg� l y^' l G �r No. Fee , THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Y ' PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZIpprication for Migpozaf *p9tem Comaruction Vertu Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. o Owne's N ��i rYs Assessor's Installer's Nnnamb Addre ss,and 1.No Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms <.`/ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 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) 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 o Title 5 of the E ironmental Code and not to place the system in operation until a Certifi- cate of Compliance has been i ued t Bo Health. Signe Date Application Approved by o Date ZffVOM� Application Disapproved for the following reaso Permit No. :— Date Issued p'.l: h:.'. f f No. Fee O THE COMMONWEALTHbF MASSACHUSETTS Entered in computer: VY .PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE3 MASSACHUSETTS 2pprication for Migozal *potem (tow5truction Permit t Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. OwneKls��,Add s and Tg1�No. Assessor's M c Installer's Nam&Address,and el.No. Designer's Name,Address and Tel.No. �E2� Type of Building: Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) ; Other Fixtures ' Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date - Title Size of Septic Tank •' Type of S.A.S. Description of Soil s` Nature of Repairs or Alterations(Answer when applicable) f\ (1 n? j t K ) (A 1 l C,\ r A)�' Date last inspected: 1 I � V 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 E ironmental Code and not to place the system in operation until a Certifi- ca.e of Compliance has been i_sued tht Boare pf Health. Signez, �! Date l Application Approved by / 0 / Date - r Application Disapproved for the following reaso s Permit No. r Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERT/f,that the ,n.-site rS fwage Disposal System Constructed( )Repaired(_ )Upgraded( ) Abandoned( )by ,It�VE,��� at f r 1 d C a1+P rn I3�hr� r v ha onstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. at Installer Designer The issuance of this permitfishall not be construed as a guarantee that the sy wil functio s e 'gned. Date 16) 7� 2dt7-� Inspector ri", � l No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE3 MA'SSACHUSETTS- MiooaY bpgtem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade(' )Abandon( ) \ System located at r+a 1,Q L �J, VY"�c,_�.��ay�5 'I�1 ' 1 S R� 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 ust be com eted within three years of theQdate this p' ` Date: 4 C`OO� Approved by F� l „ L Q TOWN OF BARNSTABLE LOCATION 1 06 ` SEWAGE # VILLAGE—hi is S yv-sS i-LS ASSESSOR'S MAP & LOT 513-050 INSTALLER'S NAME&PHONE NO. ��•C- Sys 77 L-96'N SEPTIC TANK CAPACITY �OCc1 LEACHING FACILITY: (type) C �v��evs ��r-- (size) �O Q NO.OF.BEDROOMS BUILDER OR OWNER PERMITDATE: `?�-Z�•' Z COMPLIANCE DATE: 1 '7"® 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 ifte or within 2.00 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist Feet within 300 feet of leaching facility) Furnished by _19 LOCATION SEWAGE PERMIT NO. VILLAGE I N S T A LLER'S NAME ADDRESS tR U I L D E R OR OWNER a DATE PERMIT ISSUED DATE COMPLIANCE ISSUED �I o 3 b Fps No.?f ../.. «- • .................. S �� ,�, .. THE COMMONWEALTH OF M.ASSACHUSETTS BOARD OF HEALTH ...........................................O F............................-......... Applira inn for Uiipuual Works owitrurtion Frrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal Systemat.................................................................... Location-Address or. Lot 11 .... !M .................w....... 1r`f1C� �..�Ct2�.j.._.....V`. ..1. ...................................... Owner Address Installer Address Type of Build' Size Lot............................Sq. feet aDwelling y No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder NNE 04 Other—Type of Building ............................ No. of persons.....--.................--.. Showers ( ) — Cafeteria Q' Other fixtures ................................ . 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....�P-4-------�--- Diameter.................... Depth below inlet..................:. Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosin tank ( r '—' Percolation Test Results Performed by._. _�..�.`521....Kst __1:= C� t Test Pit No. 1................minutesperinch Depth of Pit--..--.............. Deepth to ground water..--..--................ 444 Test Pit No. 2................minutes per inch Depth of Test Pit---................. Depth to ground water....................--.. a -•---------••-----------•-----•---•--•--•---•-------•-•------•-------------------------------•-----•.... .-------------- -.-.-.----------- -.... ---------------- 0 Description of Soil.......................................................................---•------------------------------------•---•------------------------------------•--........---- x U ----•----•--•---•------....-•-••••----•-----•••------•----•---•----------•......-•-•--••-•-•••-•-••---------------•---------•-•----•-•---------•-----•••----•-----•--••••--......-•-----•---•-----...... w UNature of Repairs or Alterations—Answer when applicable............................................................................................... ..•-----•-----------•-•----•••••••---•-----•-•------•------•------•--•--•-•----•........................•-------•--•-•--•-••----•••-•---••------••••--•--------•--•••-•••-•--•-•-••..........--•----•-•• Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of LH14: 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed... .....E....0 �.r_.-----•--------------•--•---- J U�_ Date Application Approved BY . ..... . .......................................... Date Application Disapproved for the following re ons..-_ ...............•-•----...-•---------------•------------•-•-----. { ---------•----•-----•------•-----•----------------••-----------------------•--------------••-•-------------••----•------------•-------••----•------•----------------------••••----•-----••--•-•---.-•-•- Date PermitNo................................................... Issued....................................................... Date No :L.._..... Fins.... .............. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..............OF............... Appliratton for Disposal Works Tongtrn.rtiun rrmit Application is hereby made for a Permit to Construct or Repair an Individua l Sewage Disposal System at: _XAZ �ao ,c �UkQ k�r\c ................-......--•- .......---•-----•• --•-..............••-••-•-••-•--•---... .. -•-•-- -------••-.....---...--••-••--•....--•---....-•-•----•-...•----............•--- Locatim-Address r Lot fro. ......................... Owner Adiress InstallerAdd •--•...............................•--.... � ress Type of BuildinV Size Lot............................Sq. feet Dwelling No. of Bedrooms..... ...........................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building g ____________________________ No. of persons............................. Showers ( ) — Cafeteria ( ) Other fixtures .. W Design Flow......... ..f� gallons per person per day. Total daily flow----------------------4,�`-SFi ---•gallons. WSeptic Tank—Liquid ca.pacityr Ions 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 ( ) Dosin tank ( '~ Percolation Test Results Performed by.._._..�.5�+_ _}___._ :Q__C.oce Y� Date. ?.................................. W ... Test Pit No. I................minutes per inch Depth of Test Pit.................... ISepth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 1:4 •---•--•---•----•---•-•----•------•--•--------------••----......-----•-•••------......._..--••--....--•---•---............................•................. 0 Description of Soil............................................ x V ....................... --•--••--------••-•.................•-•---------......•---•---•-_.....•-•-•--•-----•------•---•......•-----------•----------•--••-----•--•-•--•--•------......------•-----------. W V 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 TITLE y of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board ofhealth. Signed. °!......... ... .....................................................Sdi ate Application Approved BY.................................................................................................. ........................................Date Application Application Disapproved for the following reasons:.............................................................................................................. ---------------------------------•--•----••-----------------------------------•------------•---.....-------------------------•--•••----•----------•---••-•-----••--•-•---•------•------••-----....--•--- Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS + BOARD OF ALT, .................4���F.................. ..c ..................................... Trrtifiratr of Tnntplianrr THIS IS TO?�,, IFY hat e Individual Sewage Disposal System constructed ( ) or Repairedby ------ '!............................................... - •..... .-• •. --------- ---------- --------- •------------ ler has bVff installed in accordance with the provisions of T gf he State Sanitary Co as escr1bed in'the IWIation for Disposal Works Construction Permit No....... ............................. dated_? 0- _---e----------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE-==.......................................................... 12.' .�..' Inspector.0.......................................................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD 0.5,1 HEALTH . f �`` .................: ...................OF...............:_.:f No...,>................. . FEE...... ............. Disposal o r ' n rrntit Permission is hereby granted.. ----•------------------------------------------------------------------+----------------------------------------------------- to Cons r ) o e air ( an I ivl u Sewage�Dhsposal �m at No.. .�t.__ � 1 .. C' --- -••----••-•-•--------•--•----••••....... Street as shown on the application for Disposal Works Construction Permit .............. Dated.......................................... ----------................................. DATE------- e}--If I.� Board of Health e}- ; FORM 1255 A. M. SULKIN. INC.. BOSTON C.P. r-.-,30 OF�q,4 7 f s 7� S suR��y IV scan "oN S.4 2 7 99.a cQU J 'I j ' `� O > W ► � 89� •�7 Q��y•�o 99\•5 � Uµ v A'� �7 �. O Q g`, Itb•L s �t CAPE- Q 99 n I � 0- Fun, � 9 eL` r01.5 I 'I W ti O 40 �-7 Je G �Vg I cc 4 1 4rsr A �o. 49�v =��"FST492 'nO kdL A, r O 98•q@ Q 99•q o � 'moo•Qo .(=-yr ,v 0 L o,- I c::>1 L*UE OF' T vi • O• n I}c--nvE weL�-� ACA : 45,S6=90 Lc�RTZ PEA'. sEpvc- ISO PQ��°vGE PERM,i s3-Q7-4 /McCeou. 3�� P�CI-tT 5>=T�P�GIC O Uo2'h'Wj4s LC=>T Du r=c-� �LJtir,tE A� n�D PQo��cr .I c)'-JDt=P- Pere-)C E TT- , I I 1 '4c� GtiA ATE =Q., C�-E, "G L�Pt�+-D FA�•fZ-�.G(.h�JS� — te, XISTi►JG E(�VA�lr�t.l �ccY rrou/L H OF,y P � PLc=T PLAID r= VA71CtJ cor_.rroc.�2 moo DAVID �yN iTc.L— o ULiN 29976 `A V V,L�O APPPaeb: kx=y4P-D aF 4eAL-n l ,GI'S '5 f"s ��� /l/1 STati15 A1I I LL nA7S AUNT SCALE: ( � = Ll o' DA7 ' -7•15. e 4 CLIEuT: AMES I uE�BY 04�71P-/TP47T�4E PQc>P--� 1=L L 15 a -rW u L I U I b8 ►J° : 24 III BU I Lam!I.16 S140W Q Cnd P LA►J 4�8 �s1E. roA CouFo2MS TO T14E '&>Q rJ6. LAWS DQ•BY �•Q'E of BAawsTABLE,. .MASS•.. DicEPT' 1=AST SL11 UDw icy, MA . , 02537 A'SNOTU-D (o4. ew: D.c.T SWEE I I of !� DA;1:-:' 0;5 LAUD 50a JEYoR 2.0 FT, M16. . I.loTE : IF EITHFP- T44E SEPTIC. -rArl-JV- CQ --- L EAc I-1 Iw e= PIT' A-11a Mrc)Ra -n4A" it" (3>�I,ov/ 10 G RA-.ir�,E , A 24 0 b I A NIEEIZ f ccvE Q- / 4" R/c PIPE• _ 'S4iA LL I251E 5R-�;-rT -T?:) GRADE- C DP 11/E WA YS cow Ic EFIFE I aEGkjl a. Aw- a-A r A H 1=AW DLr�cA-=57r I Qc1.1 z�E R. >=L= I O 1,5 ��co✓�RS �13��4�TFr. 1 i \ . A /� G RAtI �' cov E R CLA►J-SSA►-T D V'LA -Q_OF Va. 5/6,• I�� PI P� ♦ I OCJ© SAL-. o ° �c�inKn�,�� W A51-I ED Sro►..1 E I " MIN. PITS-lam 0 1 p ° p ° p p , °• . /4" Q F`T, PT'lG TAu IL FIST. / p ° 1 1 Q ° • • 0 0 • 1 1 1 ° �xf I�0.4� �.V.G. �A1���lC 11.1�1��? "10 0 ° 1 1 ����1�I�F 1 • • o 5/4 Y6=Lc�L.�Gt A�1 LAV�� ° ° 1 r CE�l_I 1 1 • �l/f�5h{E D S"ia{-lE 11-►�/��2T 1=L1=t/ATlol-JS .I So,.0 X. 2•s = 3-i� G-�/D ° � 1 1 0 0 ° ° � ► 1 PI-r Vx:zjAkl.- . I AT B U I L D 1w6 913.5 F=-r. 1 1 3 l X- I.o 1 1 3 (�/D �-3 (o F'T DRAM. °3, I=L= -nit I WL.I=T SEPTIC 'TAwV- 98.�- FT.- PtT Gf\Pftt.IT`f 4G4C� Cam/ d NT-. DIAM. C �g� TABu�AT�N� oLyr L.-P---r sE PTI G TA 1-1 K 96. 1 FT. _ INLET D15i�I Rxmo►1 gc1Jl 9-7 -9 FT. 'S1 t'I01 .l 04= G RcuwD wATr=R.•77k$L=- o.1Tt ET DrSTQI IC.►.J E�X 9-7. 1 PT S�wAG� D I S PoS,4L S�(ST�M 16 J LET LE-44H ll-J6. PIT 9G..o FT. LEA C I-11 -16 PIT 1� 1�4" � 1 r o �� IDlME1.J�►oaJ A . 3 PT'• DE 3141.1 G I Tom.Q-J A D 1 M EN510+-1 B _� FT. IJ�J M�� o f BE AQo�r n� 3 D I M Et`I Slo1J C�_ P GARP>Ac�T= RSR�AL uul'r. r�NE `.�'�I L LoG T�rA L E5T7 M ATED FI.oW 530 6AL. AAY ��1 L TEST 1.J s l So I L TVT N°2 '�I L_ T j-.I U M a&P— oP Llr Ac:-4-11►J6 P I'5 I •E L= 99.'7 1E L �79.Is [>4"T�E cP SIDE LLA�HI1�6 F�,.^R�PIT 15o,a F7'. o_�, LcAM e� p� ,L'rS�D.4ao ft:Y F-L.L.I� � JAca('�l �TT�M L.EA�H 11-Ib AT 1 1 3.1 '51P• �• FIX T�EQGG�LATiO`J .RAZE' IJ= I L F- M r u /I UG►-1 Tc:=i-T^L- A-P-1-A 16�� .9 '5�. FT. 1'- 3' «A-r 7 PeR�L�aTol-+ R�r>= 1�= a -A lu / luca-1 LEPGH I N6 AQ1=A 1-639 5Q• f T' u M W—.>. S A►r0 .EMT= �I L i E-�T N OF ' 3-13 ADM �5 v�r�Li= L.A-ti1E eG OFA1 �Z Mq��q ( I LC"JT I n DACVID I�/tt��K.-��Tc 3A @o ( o HULIN w S1 ti 1, �.-29976 >=LL I S Y: -n-4LJL t" 2874 9 (1 Vll- nn Q�3TE��OQ' El 86,'1 EL= f-=.5 4 MA. o't5�s'1 4N0 SuttV�'y�:` , i EN� cu�u•r : �A�T>= : -T.2S• B4- . sty• �i G�ouul] %,AjA71=1Z(a T_L.- /W`� 7 REAR OF EXISTING 1000 GALLON U) a 150' FROM EXISTING WELL HOUSE SEPTIC TANK _j N U7 O N w 1� 2-500 GALLON CHAMBERS EDGE WASHED STG�'ti. Ld OI SEE PROFILE FOR TOTAL TRENCH LENGTH W4'STONE ALL AROUND io EXISTING 0- Laco o v s `v DISTRIBUTION BOX V) o -`jl I I Z = o COMPACTED Ln A STONE SPLASH PAD A J Q EARTH REMOVABLE ACCESS COVER o o N Q K BACKFILL i Q s w 4" PVC INLET N P r• ' SEE PLAN FOR LOCATIONS PEASTONE I u O ADD/70SED = ov v000 voov o00o O v o v o o v v o v v v v o 0 0 o v o v _ c� o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a-Q o ® , N U Q vv vovo 0ovo ce•bo 3/4"- 1 1/2" Z N UI 22.13 O WASHED 5" (Jl Fr1 Z N LEVEL BASE SPLASH PAD STONE - O ;U. O Q 4" INLET INVERT G ,4.�' _J � 00 500 GAL. LEACHING CHAMBER Fr1 00 NOTE: wt SUITABLE SOIL REMOVAL 0O LEACHING CHAMBER D WHERE P.;.:OUIRED TO EXTEND AT V) _ SECTION A_- A LAN LP Q _ LEAST 5'[BEYOND LIMITS OF W 00 LEACHING CHAMBER DETAIL STONE_ N ENCH. / / 12.s' EXISTING LEACH PIT ^ TO BE ABANDONED NITS - - / PROPERTY L'NE SEPTIC SYSTEM DIMENSION DETAIL GENERAL NOTES SEPTIC SYSTEM DESIGN DATA 1. ALL MATERIALS AND CONSTRUCTION METHODS SH.I'.LL 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN S. IF NECESSARY, REMOVE ALL UNSUITABLE SOIL, CONFORM 70 THE PROVISIONS OF THE COMMON1t';::ALTH ON THIS PLAN ARE APPROXIMATE. AT LEAST 72 FROM BELOW THE SAS INVERT ELEVATIONS OF FORM TO THE P ENVIRONMENTAL CODE ON% A HOURS PRIOR TO ANY EXCAVATION FOR THIS AND WITHIN 5 FEET OF THE PROPOSED LEACHING SEWAGE FLOW ESTIMATE PROJECT WORK, THE CONTRACTOR SHALL MAKE THE SYSTEM. REPLACE WITH CLEAN SAND FILL MEETING SOURCE UNITS GPD/UNIT QTY GIRD COMMENT 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED REQUIRED NOTIFICATION TO DIG SAFE (1-BOO-322- THE REQUIREMENTS OF 310CMR 15.255. SEPTIC SYSTEM PIPING SHALL BE 4" ' SCH40 412144), AND THE APPROPRIATE WATER DISTRICT SINGLE FAMILY RESIDENCE I BEDROOM 1 110 1 3 1 330 310 CMR 15.02 (13) PVC SET TO THE LINE AND INVERT ELEVATIONS FOR VERIFICATION OF LOCATIONS. 7. WATER SUPPLY FOR THIS LOT IS PUBLIC WATER. SHOWN. THE MINIMUM PITCH OF PIPES CARRYIN.; SURROUNDING PROPERTIES WITHIN 150' ARE CONNECTED TO THE TOTAL ESTIMATED PEAK DAY FLOW 330 GPD - NO GARBAGE GRINDER 5. REPAIR OF THE SEPTIC SYSTEM SHOWN ON MUNICIPAL WATER SUPPLAY ACCORDING TO WATER DISTRICT SEPTIC. TANK SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1.X`BTH THIS PLAN IS SUBJECT TO THE INSPECTION OF THE RECORDS. THE PROPOSED SEPTIC SYSTEM SOIL ABSORPTION INCH PER FOOT IF NOT OTHERWISE NOTED. TOWN OF BARNSTABLE HEALTH AGENT. NO PART OF SYSTEM IS NOT TO BE LOCATED WITHIN 150' OF AN EXISTING z 3. PRIOR 70 REPAIR OF THE SEPTIC SYSTEM THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE PUBLIC OR PRIVATE WATER SUPPLY. WHERE SERVICE PIPE IS TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 650 USE 1000 GALLON TANK DEPICTED ON THIS PLAN, THE CONTRACTOR SHA_L INACCESSIBLE UNTIL INSPECTED AND APPROVED BY LESS THAN 10 ' FROM AN EXISTING OR PROPOSED SAS IT N OBTAIN A DISPOSAL WORKS CONSTRUCTION SHAl_T THE HEALTH AGENT. THE CONTRACTOR SHALL SHALL BE SLEEVED IN 2' 16DPSI HDPE OR SCH40 PVC PIPE. 5; SOIL ABSORPTION SYSTEM USE EXISTING SEPTIC TANK FORM THE TOWN OF BARNSTABLE BOARD OF HEALTH. SCHEDULE INSPECTIONS AS REQUIRED. LLJ N CHAMBER GALLERY LEACHING AREA CAPACITY cn o 0 NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL ° w N v fC ft (ft) (s (sf) (gpd d pd � � N ~' o � N I 1 25.0 1 12.8 1 2.0 1 1 151 1 320 1 111 1 237 1 348 { o 0 o Z m w PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 SOIL TEST DATA w m a m = EXISTING SEPTIC SYSTEM COMPONENTS Ll o -1 INSTALLER TO VERIFY LOCATION Q Y Q a 105 AND PROPER PITCH OF PIPING AND DATE: 6�1�63 P-2092 CORRECT IF NECESSARY EXCAVATOR: o U o N V) 3 LOCATE EFfjECT1VE DEPTH OF SAS COMPO ENTS B.O.H. AGEN": ELLIS 101.50 BELOW CLA LAYER BUT NOT GREATER THAN 5' ENGINEER: JACOBI BELOW FINI H GRADE. IF CLAY LAYER DEPTH GREATER TqAN 3' FROM FNISH GRADER MOVE AND LOCATION: TP-1 LOCATION: T Q REPLACE C AY SOILS WITH N 5' OF SAS Z 100 ELE 99 7 DEP O ELEV. DEPTH - w 97.7 97.59 w LOAM AND TOPSOIL 99.3 0.0 o z In UJ[n 96.70 98.7 1.0 98.3 1.0 LOAM AND TOPSOIL p Q Z) g J CLAY CLAY Q V Q � TOP EFF, DEPTH 96.70 � Q � �ao�zo 8.19 97.9 96.7 3.0 MEDIUM SAND 96.3 3.0 0 In Cy N 95 s�05e MEDIUM SAND Q ZO H- y-0 BOT. EF . DEPTH 9a.70 0O p PROPOSED - -500 � O t/ Q Q USE EXG. GALLON LEACHING -i m 1000 CALLON CHAMBERS W ' STONE I Fr Z w SEPTIC TANK ALL AROUND o 5Z 90 GAS B FFLE a O p RE 25.0 n' T � �Id LLJ V/ V) LL O 15.7' B.B' 13.5' v' 1 _ 86.7 13.0 cn a FeBOTTOM 86.3 13.0 id O B5 NO GROUNDWATER BOTTOM 01 NO GROUNDWATER -10 0 10 20 30 40 50 60 70 BO SECTION THRU SEPTIC SYSTEM 02-094 SHEET 2 OF 2 J In rn ,.. ORI OL LANE 00 :;• 00 LJ CD 135.00 Co 0 Of 150' FROM PROPOSED WELL : :` �:.z`z:': ' :::' :: ?:.. :.:•: :.i. ., _, oD AS SHOWN ON PROPOSED PLOT PLAN V) Do C,4 La 10 r:.;..;::-:_fir'. . zC:<..... O a EXISTING HOUSE z :�::�:-s::»�:;<:>'"::;>: :::>:..� .;:.:":•_ ...�..:.:�:•. . ... . ...: .... T.F. 101.5 LOCUS MAP PER RECORD RD PLAN ui 12.0' Q LOT 119 0 n 99.3 99. O Z Oo N 0 LOT AREA: 20,665±SF `? N L6 100.2 ASSESSORS MAP 13 PARCEL 50 > ® Z 41•f PLAN REF: PLAN BOOK 284 PAGE 91 z 83'f 12 0' PLAN DATE: MARCH 15, 1974 o to o 0 EXG 12.0' ST �O 5 ® 0 0 1 o a 0 Z w 99.9 N w w SAS RESERVE EXG Ni 0 CURRENT ZONING REQUIREMENTS: '��' m z DB N N ZONING DISTRICT: RF a Y 4 :2� d o Z FRONTAGE: 150 = w w n- o c� o 3 p FRONT SETBACK: 30 FT _ g PROPOSED ADDITION ZHOF q \SNOFMg6, SIDE YARD SETBACK: 15 FT p SAS 22 �P 24.0' o���P� DACVID Ss9oyG o��<�P D C I S9oyG REAR YARD SETBACK: 15 FT a THULIN C1' N En o LLB IN � w ov N°.29976 v 9403 EGEND o z � W FF 9 CIVIL o �" Qy p J 99 3 o A�Fs/sTEP���Q �� Q EXISTING CONTOUR ¢ Q O Q� /OVAL SURV _��j0�- p —) Q r N S 77'47'17" E -`g0� PROPOSED CONTOUR C w < �o 160.00' PROP. TREE/SHRUB LINE O _J o" EXISTING LEACH IT TO BE PUMPED DRY ✓ 20 0 I6 20 B0 REMOVED OR FILLED WITH SAND AND X 50.0 EXISTING SPOT ELEVATION � 0 J Q� ABANDONED IN PLACE 1 iE �i z ( IN FEET ) [50.0] PROPOSED SPOT ELEVATION z z 5; 1 inch = 20 ft. ® d 0 �,w LOT 121 PT ui Cy)TEST PIT LOCATION � o J LOT 101 ® TEST PIT/PERC TEST � a �0 NOTE: ELEVATIONS AND LOCATION BASED UPON PROPOSED PLOT PLAN BY ELLIS & THULIN, INC. DATED O — G— EXISTING GAS MAIN 7/25/84 ON FILE AT THE TOWN OF BARNSTABLE BOARD OF HEALTH. EXISTING SEPTIC SYSTEM COMPONENT —W— WATER SERVICE LOCATIONS ARE APPROXIMATE BASED UPON INSTALLERS TIES ON FILE AT THE TOWN OF BARNSTABLE BOARD UTILITY POLE OF HEALTH. TBM TOP CB ELEV= 100.00 ® WELL ASSUMED DATUM 02-094 SHEET 1 OF 2 J WCo i ORIOL LANE :air >:: <_ :::: :{ Y s, 00 00 j :> •c: ::b i' N X ` t..a..:.:..- a ::.{:.::. :s:. :.�.. : Lo CIA 150' FROM PROPOSED WELL E:>::: ::;:<>::_• ;::;. ass : • : :..`Q AS SHOWN ON PROPOSED PLOT PLAN x :�:::. :::::::::::::. :.� : i `:::: >.:•. "<•:::>•:: e S r- co N uj e� fi I O it}:t-:,r:• :.::. :.::•... ....::-:;+:• i:. -::.,•.., ;� ..•...`.r .. .{.::... .ice}i:G:i•:^:-}.. :.... }•::!!7!�CTi:.i}:*' :..�_S..:e v EXISTING HOUSE Z PER RECORD PLAN LOCUS MAP w 12.0' Q LOT 119 0 n 99.3 99. O z o N o LOT AREA: 20,665±SF N (6 tD ® 100.2 ASSESSORS MAP 13 PARCEL 50 > Z 83't 12.0' 2 41't PLAN REF: PLAN BOOK 284 PAGE 91 PLAN DATE: MARCH 15, 1974 o Ln EXG 12.0' z a ,' ST ,O cj ® 0 v v~) v o F 1 o a o Z w 99.9 < W w SAS RESERVE EXG Ki �f CURRENT ZONING REQUIREMENTS: w m J w tn DB N N ZONING DISTRICT: RF a Y V) a a o Z FRONTAGE: 150 0 u o N V 3 p FRONT SETBACK: 30 FT 2 PROPOSED ADDITION �(N MAS g •�NOF OF SIDE YARD SETBACK: 15 FT p SAS Z 24'0' ``P DAVID ,s9�y �s' DAVID �q'y REAR YARD SETBACK: 15 FT LP C. c o U, F- d THULIN Zo L j N ULIN "'i NO.29976 -r o.39403 LEGEND ~ z En w N f} -9 CIVIL `" v o Q g J 99.3 o�R�,P __5p�- EXISTING CONTOUR o a rN o S 77*47'17" E w Ln a Z PROPOSED CONTOUR 0 w < �o 160.00' PROP. TREE/SHRUB LINE 0 _J o V) EXISTING LEACH IT TO BE PUMPED DRY _/"`�`� so o io 20 80 REMOVED OR FILLED WITH SAND AND .Y 500 EXISTING SPOT ELEVATION � � _J a� ABANDONED IN PLACE Lj ( IN FEET ) (50.01 PROPOSED SPOT ELEVATION Q z Y a 1 inch = 20 ft. 0_ 0 ow LOT-121 TEST PIT LOCATION J PT LOT 101 8 TEST PIT/PERC TEST F a wFt NOTE: ELEVATIONS AND LOCATION BASED UPON PROPOSED PLOT PLAN. BY ELLIS & THULIN, INC.-DATED 0 — G— EXISTING GAS MAIN 7/25/84 ON FILE AT THE-TOWN OF BARNSTABLE BOARD OF HEALTH. EXISTING SEPTIC SYSTEM COMPONENT — W— WATER SERVICE °' LOCATIONS ARE APPROXIMATE BASED UPON INSTALLERS TIES ON FILE AT THE TOWN OF BARNSTABLE BOARD UTILITY POLE OF HEALTH. TBM TOP CB ELEV= 100.00 ® WELL ASSUMED DATUM O2-O94 SHEET 1 OF 2 REAR OF HpU EXISTING 1000 GALLON V)150' FROM EXISTING WELL SE SEPTIC TANK _l Lo rn w O � 2-500 GALLON CHAMBERS EDGE' WASHED STONE W "0' SEE PROFILE FOR TOTAL TRENCH LENGTH - W4'STONE ALL AROUND� EXISTING � w � a Iv DISTRIBUTION BOX I Z � Co � � � ® ® ® ';;I = o COMPACTED z A STONE SPLASH PAD A J U In EARTH REMOVABLE ACCESS COVER U5 I N X x BACKFIII o o T` (10< Q w 4" PVC INLET �L a r r' LO SEE PLAN FOR LOCATIONS- I I I v PROPp F- n 3" PEASTONE SEp 00 0000 0000 000o i O App� _ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o bo o y m �• •�I I npN • p U_ to N o 0 o 9= cm C= 0 0 0 0 0 0 o a•4 0 / l 00 ooC= 00cm cbb 3 4"- 1 1 2" z m ' U Q /WASHED 5., O O 22-e Q Q N LEVEL BASE SPLASH PAD 4" INLET INVERT STONE 4�' J z 500 GAL. LEACHING CHAMBER 00 IC*1 LEACHING CHAMBER NOTE: UNSUITABLE SOIL REMOVAL / > � D SECTION A.- A PLAN WHERE REQUIRED TO EXTEND AT LP Q In LEAST 5' BEYOND LIMITS OF / Q N W co LEACHING CHAMBER DETAIL STONE TRENCH. / 0 12.5! 0 0 EXISTING LEACH PIT In TO BE ABANDONED v NITS - - / PROPERTy E/NE SEPTIC SYSTEM DIMENSION DETAIL SEPTIC SYSTEM DESIGN DATA GENERAL NOTES 1, ALL MATERIALS AND CONSTRUCTION METHODS SHALL 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN 6, IF NECESSARY, REMOVE ALL UNSUITABLE SOIL, CONFORM TO THE PROVISIONS OF THE COMMONWEALTH ON THIS PLAN ARE APPROXIMATE. AT LEAST 72 FROM BELOW THE SAS INVERT ELEVATIONS OF MASSACHUSETTS ENVIRDNMENTAL CODE TITLE V. HOURS PRIOR TO ANY EXCAVATION FOR THIS AND WITHIN 5 FEET OF THE PROPOSED LEACHING SEWAGE FLOW ESTIMATE PROJECT WORK, THE CONTRACTOR SHALL MAKE THE SYSTEM. REPLACE WITH CLEAN SAND FILL MEETING SOURCE UNITS GPD/UNIT QTY GPD COMMENT 2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED REQUIRED NOTIFICATION TO DIG SAFE (I-BDD-322- THE REQUIREMENTS OF 31DCMR 15.255. PTIC SYSTEM PIPING SHALL BE 4" 4844), AND THE APPROPRIATE WATER DISTRICT SE SINGLE FAMILY RESIDENCE BEDROOM 170 3 330 310 CMR 75.02 13 PVC SET TO THE LINE AND INVERT ELEVATIONS FOR VERIFICATION OF LOCATIONS. 7. WATER SUPPLY FOR THIS LOT IS PUBLIC WATER. SHOWN. THE MINIMUM PITCH OF PIPES CARRYING SURROUNDING PROPERTIES WITHIN 150' ARE CONNECTED TO THE TOTAL ESTIMATED PEAK DAY FLOW 330 GPD - NO GARBAGE GRINDER SEWAGE OR SEPTIC TANK EFFLUENT SHALL BE 1 f6TH 5. REPAIR OF THE SEPTIC SYSTEM SHOWN ON MUNICIPAL WATER SUPPLAY ACCORDING TO WATER DISTRICT SEPTIC TANK THIS PLAN IS SUBJECT TO THE INSPECTION OF THE RECORDS. THE PROPOSED SEPTIC SYSTEM SOIL ABSORPTION Ji INCH PER FOOT IF NOT OTHERWISE NOTED. 'IOWN OF BARNSTABLE HEALTH AGENT. NO PART OF SYSTEM IS NOT TO DE LOCATED WITHIN 150' OF AN EXISTING O THE SEPTIC SYSTEM SHALL BE BACKFILLED OR MADE PUBLIC OR PRIVATE WATER SUPPLY. WHERE SERVICE PIPE IS TOTAL FLOW X DET. TIME 330 GPD X 2.0 DAYS = 660 USE 1000 GALLON TANK 3. PRIOR TO REPAIR OF THE SEPTIC SYSTEM - DEPICTED DN THIS PLAN, THE CONTRACTOR SHALL INACCESSIBLE UNTIL INSPECTED AND APPROVED BY LESS THAN 10 ' FROM AN EJOST V)DEPICTEDOR PROPOSED SAS"IT OBTAIN A DISPOSAL WORKS CONSTRUCTION SHALT THE HEALTH AGENT. THE CONTRACTOR SHALL SHALL BE SLEEVED IN 2' 16DPS1 HDPE OR SCH40 PVC PIPE. 5. USE EXISTING SEPTIC TANK SCHEDULE INSPECTIONS AS REQUIRED. Ui SOIL A E ABSORPTION SYSTEM FORM THE TOWN OF BARNSTABLE BOARD OF HEALTH. N CHAMBER GALLERY LEACHING AREA CAPACITY 0 00 NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL a w N ft (ft (sf d pd pd V) O Nft 1 25.0 12.8 2.0 151 320 t t t 237 348 0 I, o Z w~ PERCOLATION RATE: 2.0 MIN./IN, LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 In uj SOIL TEST DATA w m a m V) EXISTING SEPTIC SYSTEM COMPONENTS INSTALLER TO VERIFY LOCATION DATE: 6/1/83 P-2092 < o U J c 105 AND PROPER PITCH OF PIPING AND Ex Q Y N ¢ d o S w U w d EXCAVATOR: n v 0 to Uri 3 ORRECT IF NE ESSARY LOCATE EFFECTIVE DEPTH OF SAS COMPONENTS B.O.H. AGENT: ELLIS 101.50 BELOW CLA f LAYER BUT h OT GREATER THAN,5' ENGINEER: JACOBI BELOW FINI iH GRADE. IF CLAY LAYER 0 PTH GREATER T iAN 3' FROM FNISH GRADE R MOVE AND LOCATION: TP-1 LOCATION: TP REPLACE C AY SOILS WITH N 5' OF SAS ELEV. DEPTH O W ~ 100 99.7 p,0 ELEV. DEPTH w 97.7 97.59 LOAM AND TOPSOIL 99.3 0.0 o z V) w to 96.70' 96.7. 1.0 CLAY 98.3 1.0 LOAN AND TOPSOIL Q � g J TOP EFF, EPTH 96.70 CLAY Q U Q g S-mozo8.19 97.9 96.7 3.0 Q >- MEDIUM SAND 96.3 3.0 Ld In IY V) i MEDIUM SAND Ln >n Q Z 95 r O Q :i O BOT. EF . DEPTH 94.70 a_ O V) PROPOSED - -500 d O J Z< r USE EXG. GALLON LEACHING J 1000 GALLON CHAMBERS W - STONE I g Z SEPTIC TANK ALL AROUND o Z w Z INSTALL OUTLET m 90 GAS B FFLE -1 O pZ -1 25.0 It D: O O 15.7' B.B' 13.5' 86.7 13.0 V) Ft Ft BOTTOM 86.3 13.0 0 85 NO GROUNDWATER BOTTOM a)NO GROUNDWATER -10 0 10 20 30 40 50 60 70 80 SECTION THRU SEPTIC SYSTEM 02-094 SHEET 2 OF 2 • j ,j - I � F - h r±TW.COM SLAB+ . 8 I .;fie • � � 'a - -lz:o' �� <. - ,1� a, ab � Kt jL ®S ° OTHX�O Mi-Wxr. IL ? %2°X r°THL FT11 FOIL i I/r. ICOFlC.FlLI£0 LAt1Y COL , r r . . . -tsi•�rrtTs,/cr�it' pLdi�t _ .._ . . �. .,.. { .'�i' . FI i�.S"C 'b1r /� - Pretjmtn�jry pAad;.� la'; c�c c 'r� t p' i�tirjtkarre�cs'on�y Aa'r;nEn�*"�; 9 _