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HomeMy WebLinkAbout0075 LAKE STREET - Health -TK TOWN OF BARNSTABLE LOCATION SEWAGE }r YE 3 VILLAGE ASSESSOR'S MAP Sz LOT 0 INSTALLER'S NAME & PHONE NO. -9-7 -G5"LS SEPTIC. TANK CAPACITY _ LEACHING FACILITY:(Cgpe) jJ j (size) /ODD I'10, OF BEDROOMS `PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER jkj G tAA DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: � VARIANCE GRANTED: Yes - No L,/ .ems 3�b7 ��` - r .' '� g �� 9� . � � t Z Za 7 `�S � �3, �3 ` T� • =8 c _ � � � ® 4 No...9 Fps.....).a6........ `� THE COMMONWEALTH OF MASSACHUSETTS �E►u�Tc-ter ryb. 7��� BOARD OF HEALTH .................. .©!rs.l. ........OF........... .. ........................... Appliration for Dtopooal Works Tonitrurtion Vautit Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage Disposal System at: ..... L ! ...S7 A IMA4_... . ................................. Locatio -Address or Lot No. �( (�.,�..1-�' � - ....--•------------------------- 2 ..... � T.. o_ rrf. t4.__.d ZS�g O ner Addr s ly. •••.. Installer Address �2IS� U Type of Building 3 Size Lot............................Sq. feet Dwelling—No. of Bedrooms......................... _._..Expansion Attic ( ) Garbage Grinder ( ) -------- No. of persons ............... Showers pa., Other—Type of Building .�. p � Showers Cafeteria ( ) a' Other fixtures ............................ W Design Flow.................6.5.................gallons per person per day. Total daily flew-----------_......3:�.!52............gallons. �� R: Septic Tank—Liquid capacity14QA.gallons, 6}Len>;th t' .._ _:.__ Width.,r:_;_?OLy;Diameter________________ Depth.__.j..... Disposal Trench—No..................... Width? t I---- _-.- Total Length.................... leaching area....................sq. ft. Seepage Pit No.......-i.......... Diameter....10..=0.� Depth below inlet.... Total leaching area_!542els5 ; Z Other Distribution box ( Dosin tank ) Percolation Test Results Performed by.A� -- ►�1.GI�7. 12d_UGCg�'' II a Test Pit No, 1-----Q-------minutes per inch Depth of Test Pit..... ... Depth to ground waterfl(MQ1aCL2UMQY�I 44 Test Pit No. 2.._...I&......minutes per inch Depth of Test Pit..... Depth to ground waterl'1',2 ,2k2GnC,"QvCdj �+ ............. - ---------------------------------...................................... j x Description of Soil G�� 'ram -1.�3P5 14, P7 .�c,� C c .� ,A 'I..7....L ... ---Q .` ?lL.�f c.3 �!.�_7Ll �L-- j---�-'1-4-- ------- .A........................................................... 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 iITI LE 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 bo rd 0h Ith. Signed._.. -' c� . . _ L .'�.._.93._ � Ld� 40, Date Application Approved By...... x _..__ .. ....._... . �3 Date Application Disapproved for the following reasons--------------------------------------------------------------------------------------------••-•-•......----••... ........•--••----•--•-•-•-•--•-•-•-•-•••-•••---...-•••••----....._..•---------•••------•----•-----•--•--' ---------------------------------------------------------------------------- ------------------ Date PermitNo.. . ..- ----------•-...... Issued....................................................... Date No......................... FE$............................. THE COMMONWEALTH OF MASSACHUSETTS -�so -� U. "'r l�1 , BOARD OF HEALTH , M OF. ................ ApplirFa#ion for llispvii al Workii Construction lirrmit Application is hereby made for a Permit to Construct O or Repair ( ) an Individual Sewage Disposal System at: _ i �Locatio •Address f r Lot No W �4 .-1`r ..._.l!- ;J Owner T! O�" if Addr s �� .. f1 F• .....................••-- -- 47r..._ .Qr........./ Install Y.__.. Address < Type of Building nA� Size Lot...... .......Sq. feet ., Dwelling_—No. of Bedrooms..............vtt ....... --__•-_-----------Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building ..._. yp >lg PLQ re.__.____._._ No. of persons..........�............... Showers (a) Cafeteria ( ) Otherfixtures ..---•-----------•-----•••--•--------•-••-------•-------••••......---•---•--•-•-•••-•--" W Design Flow................. ?._`_P-----,------------gallons per person per day. Total daily flow__-_____.____-•--_�: ............gallons. W Septic Tank—Liquid capacity/j. a..gallons Length_/_A�6.�� 40 .. Width.tf/P!..._ Diameter________________ Depth_.yf `.T x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No........�............ Diameter....S!_ :�.. Depth below inlet....:' . ..... Total leaching area. .` :=%:: �; D z Other Distribution box ( `� Dosing,tank aPercolation Test Results Performed by_, � tif�f•._ ��l .a J t�-�{ y jiti Date_ tip.. -. _i. 5G a Test Pit No. 1.....<-..._.__minutes per inch Depth of Test Pit----- `_" _ Depth to ground waterEr,,Q . (i Test Pit No. 2......k<......minutes per inch Depth of Test Pit.....14.: L. Depth to ground O Description of Soil fUGST� I_� � -•--{.� --;;•.----•,� �c1........... :�`' G,L. �..1!g t f`'tt: r � '1 s ......................rr - ...........c 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 TITiS 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. 1 1 Signed...................................................................................... ................................ Date ApplicationApproved By--••••••••---•••--•--••-----•--••••••-••--•••-•--•••-•••--••---•---•--••-••••--••-•----••-•_-•••. ....................................... Date Application Disapproved for the following reasons:............................. ------------------------------------•---- ----------;=------••--•--••-•••-•-•---- ---------------•-•--•-----•--•--•--......---•-----.....------.............------...-------•--•-----------•-•••-•••••---•--•-•---•--•------••----•••......•-------------••• \...--------•--•-••---•••- ' Date Permit No........................-------- ------- Issued------------------- Date THE COMMONWEALTH OF MASSACHUSETTS BOAR DOF HEALTH ....�.�+-?-?.!..................oF...... ti �.;�a: .0 > ..................... Trr#ifiratr of Tompliunrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by................... --------- `.� Installer .�J has been installed in accordance with the provisions of TI" s': 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.._...?J ----Y.i1S._._..... dated------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. l - - �-3 Inspector............... DATE.............. ' ----- - ------- - THE COMMONWEALTH OF MASSACHUSETTS -- BOAR.D_OF HEALTH Q� J Q. .. �,,, ............................... . ..OF....... ..........1.�........... / ., No... .- FEE......k�._......... �i��ro�ul �rk� �on,�#rion rrnti# Permission is hereby granted.........0. __....-•--••-•--.._....•---•----••----•-•......--•--• ................................. to Construct or Repair ( ) an Indivi 1 Se =age Disposal System at No / -••------------ Street as shown on the application for Disposal Works Construction Permit No._ 3-W3-__ Dated.......................................... DATE................................................................................ Pard-o-f-H-ealth FORM 1255 HOBBS & WARREN, INC., PUBLISHERS _ .6 • f. TEST PiT 4*1 TEST PIT 0' ELEV.= 46x7 p ELEV.=47XO -•+--••�-+=- +.•- TOPSO1L TOPSOIL - - - - - - - - - - - - � 4. ALL ELEVATK3A18 SHOWN Alm.BASED UPONdlrf . 8 a I ASSUMED BASE. SIJQSOIL FILL 3 5' 3.0� _ --_______ i i r 2. PITCH ALL LINES A MINIMUM:QF 1f8" If T_.ASSj . _ --� OTHERWISE SPECIFIED. TOPSOIL i 2a ti 0 0 0 0 0 p 0 m c 0 000 a I N :N -T- 00003 0 0 000000 3. ALL PIPES TO AND IN THE SYSTEM SHALL BE CAST SUBSOIL _ - - - - - - - - - - - -o OC 0 0 0 O O 0 0 0 0 0 00 IRON OR SCHEDULE 40 PVC. CLEAN ' Q) 00 0 0 0 O 0 0 0 0 0 000 -►o 7'0--- ---I 3 00 o 0 0 ll� o o o 0 00 -,, 4• ALL SEPTIC TANKS, DiSTRiBUTtON BOXES, AND MEDI UM i o '� -w 00 0 0 0 ® � 0 0 0 0 00 LEACHING PITS SHALL BE DESIGNED FOR H-20 WHEEL `� 000003 @ o 000000 LOADINGS WHEN UNDER PAVING. SAND CLEAN10 00 0 0 0 @ 0 000000 5. REMOVE ALL UNSUITABLE MATERIAL BENEATH THE MEDIUM 3 1 _ � cn 00 0 0 0 O @ 0 0 0 0 000 INVERT ELEVATIONS OF THE LEACHING PIT FOR TYPICAL DISTRIBUTION BOX 000 0 (� 0 @ 0 0 0 000 A DISTANCE Of 10fT. AND BACKFIL.L WITH CLAY- SAND �t 4 "O =LIQUID LEVEE FREE SAND 8k GRAVEL HAVING A PERCOLATION RATE NOT TO SCALE 6'_0, OF 2 MINUTES PER INCH OR LESS. rw6• 14.0' i _ NOTE DISTRIBUTION BOX AND 1000 6. THE TOWN OF BARNSTABLEBOARD OF HEALTH MUST NO WATER ENCOUNTERED GAL. REINFORCED SEPTIC TANK BY H2O BE NOTIFIED WHEN THE SYSTEM IS NEAR COMPLETION OBSERVATION PIT TYPICAL 1000 GAL. SEPTIC TANK ACME PRECAST OR EQUAL. TYPICAL LEACHING PIT AND PRIOR TO BACKFIC,LING. 7. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS PERCOLATION RATE=<2 MIN/INCH NOT TO SCALE NOT TO SCALE SHALL BE INSTALLED IN ACCORDANCE WITH TITLE OBSERVATIONS BY: PAUL ANDREWS NOTE- TANKS REINFORCED THROUGHOUT WITH OF THE STATE SANITARY CODE AND ANY LOCAL TOWN OF BARNSTABLE BOARD OF HEALTH ELECTRIC WELDED WIRE WITH 24-1/2 RULES WHICH MAY APPLY. II. OBSERVATION PIT TO BE EXCAVATED TO 4' _ ENGINEER: ARRow ENGINEERING INC. EMBEDDED STEEL RODS IN TOP 8 BOT- BELOW THE PROPOSED BOTTOM OF PIT 6. CONTRACTOR IS TO NOTIFY ENGINEER, PRIOR TO THE DATE: JUTE 26,1990 TOM. CONCRETE IS 4,000 PS.I. TEST. ELEVATION TO VERIFY SOIL CONDITIONS INSTALLATION OF SEPTIC SYSTEM, OF ANY DISCREP- PERCOLATION TEST NO. 7GIE AND WATER TABLE. ENGINEER TO BE ANCIES BETWEEN TEST PIT RESULTS AND FIELD NOTIFIED OF ANY VARIATIONS PRIOR TO CONDITIONS. THE START OF CONSTRUCTION,. 9. ACCESS MANHOLES TO SEPTIC TANKS AND LEACHING (IF NECESSARY) PITS TO BE BUILT UP TO 12 INCHES BELOW FINISH GRADE. 10. NORTH ARROW IS NOT TO BE USED FOR SOLAR PURPOSES TOP OF LLj FOUNDATION `��+ N 85'37' 100E ELEV._. z FINISH GRADE FINISH GRADE FINISH GRADE OVER LEACHING 53.20 132.68 FINISH GRADE OVER TANK OVER �ID� BOX AREA ELEV.= 49�.o i 50�700 W f ELEV.=50.0 ELEV. = 4ay5 ELEV= 48A7�a � EXIST. GROUND STEEL/. f 82.1�0/ as.NIyT---V i i8 x 3/4 i - 1215I±sf 3 INV.= 45.2s INV.= 44-,37 WASHED STONE INV.= 45.00 1000 GAL INV.= 44.75 INV.= 44.20 ..... . -� REINFORCED DIST. BOX , . ""' 1 (TO BE LEVEL Z4 ��x V4��x 1 /2�� • � m CONCRETE (TO STONE STABLE) : ... H2O::::... . . . . . ...... /i tsIP �c� o' �� SEPTIC TANK z °" �°i � (TO BE LEVEL & STABLE) INV.= 43.00 ..N.N F1( OF su N %` ° y 3PF. � Q TYPICAL SEWAGE SYSTEM PROFILE PRECAST LEACHING PIT i k (TO BE LEVEL B STABLE) I46.70 o 31 F UTUPE I "2 "b ; rr nn NOT TO SCALE GARAGE 4"48FOH V ` 47.10 f ... ► = LEGEND MAP SECTION PARCEL LOT ADDRESS EXIST. CONTOUR - - --- - 8 SEP1ic a _-� '�I'�.,,,, PROPOSED CONTOUR 8-y 20 1 141 BOX ,� °�o EXIST SPOT ELEVATION 8 X 0 b PROPOSED SPOT ELEVATION 8 +0 LEACHi ' PROPOSED ZONING DISTRICT FLOOD HAZARD ZONE PIT " •e pla•� � i"o ouc PERCOLATION TEST m kHZ0�+ y tea.,,„ OBSERVATION PIT E� RF C 69. 4 %' i 4" CIVIL UvLsw DESIGN CRITERIA PROPOSED LOCATION OF DWELLING NUMBER OF BEDROOMS 3 a.� ROBER� ` & SEWAGE DISPOSAL SYSTEM LAKE PERSON PER BEDROOM 2 E. do 196"Q LOT 141 LAKE ST. /�HIG�HLAND AVE. STREET E EY GALLONS PER PERSON PER DAY 55 LEACHING REQUIRED f COTUIT (BARNSTABLE) MA. LEACHING PROVIDED 542.7 apd A � A li �Jl DISPOSAL NO APPLICANT : ENGINEER SEWER DESIGN WILLIAM SETHARES ARO ENGINEERING INC, 82 LAKE STREET 39 STRIPER LANE �� POCASSET MA, 02559 E. FALMOUTH 20 10 0 20 40 60 SIDEWALL= 2n � 5 x 6 x 2.5 * 471.2 gpd ;�� RO�Et�T , MA. 02536 r BOTTOM • n x 5 zx I 0 78.5 gpd q RAYMONOr ' SCALE DATE SHEET Np.2t SCALE IN FEET TOTAL• 549.7 gpd; F� 9�?STEM AS SHOWN A;)GUST 22,1993 1 OF 1 PLAN DRAWN BY, CHECKED BY APPD. BY PLAN NO. L N SCALE : 1 _ ` _ i CP /HP RER RER A -667