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HomeMy WebLinkAbout0344 BUMPS RIVER ROAD - Health 344 Bumps River Road Osterville A = 120 038004 ° ° a ° r s e c , ° � c d 3N OF BARNSTABLE ✓ LOCATION,/t rcU" - PI pi'' u V�-rr- { SEWAGE VILLAGE 0 51�C P..1-11 t t'p- ASSESSOR'S MAP & LOTT INSTALLER'S NAME & PHONE NO. ASEPTIC TANK CAPACITY LEACHING FACILITY:(type) /'/—/� (size) ,NO. OF BEDROOMS —3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER --/7i%C-e cl � �'� � DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No /' f S y No....gt-::.6.o_ Fes$.....r7.15 . THE COMMONWEALTH OF MASSACHUSETTS SOAR® F HEALTH ... ...Gov v...................OF...... .!9��✓�J..l ��� AV;i iratiun for Uiupuua1 Works Tunitrnrtiun Prrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at'. -•--....... c�44. ..3 f ........ 1./ -�o - 1� ............. y ation-Adres �A ��, or t .. ---............................ M^ .... .................................... �`I!_ -_v ...�!�._../C.v . _.._.......__..... Z ' i/ Z� .CGS' Address og Installer Address d Type of Building Size Lot_.. _ _.Z_5!�_._Sq. feet U Dwelling No. of Bedrooms.................f._ .__......Ex Expansion Attic �--� g— __.. _.•_ p c�" Garbage Grinder �QLdj aOther—Type of Building .oN ...._..... No. of persons...:. ................. Showers ( — Cafeteria Otherfixtures G/}l!=...............................I------•--------------------------------------------•----------•--•--•---------.............---• W Design Flow............?-.._2.........................gallons per person per day. Total daily flow............J,3 G....................gallons. WSeptic Tank—Liquid capacityG4.&*,r gallons . Length..d, ... Width../*,..ltt.. Diameter-_.N_ .._. Depth__?�-__P x Disposal Trench—No. .'",� .......... Width-._:! /�....... Total Length....f'/-...... Total leaching area---A..n:-----sq. ft. Seepage -__•--_ Depth below inlet..........._._. Total leac g area. q.See e Pit No.___..._.�..______. Diameter _ � ___._..s ft. z Other Distribution box (K) sin nk ( ) &j°�� �17• ?- a Percolation Test Results Performed bey--- . GZ-Z--�.. ..... �sa�r�' ... ...................... DaX !__Z. _._.� .c Test Pit No. 1...�_.. ,minutes per inch DeptW of Test Pit-.!! .___._ Depth to ground water._ fs, Test Pit No. 2.-1...Zmmutes per inch Depth of Test Depth to ground water--, ar ............ . O Description of Soil--•------a ................ _ '�'.v ! Jo .--xZU ------------------------------------------3�..--. �.. .2 �Jy'`` = �'----..�c.� .------- r�Z' ....Jam •.. - . w x •-•--••-------------------------•-----------•----•----••--------•---------------------•-----...----------•-•--•--------------------•----•---••-........................................................ 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 T?T:::: p 5 of the State Sanitar Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance ha een risd by the b rd of health. Signed. �t -. . .. 4 ..1 Application Approved B Dat J Date Application Disapproved for the following reasons:................................................................................................................ --•--•-•-•-•-•---•--•------...--•----•-•-------------•--••-...---------•••••----------......--------.....•-••••••...........-----------•-------------••---•---------•----•---------•--•---•-.....------. Date G , Permit No....... d�i.. Issued-......... e a THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ­-------------_._......_..........OF..........................---..........----.---------•-----.........._..-------------•--- Apphration for Utv poiial Works Tonfaur#ion truth Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: .........y...p'f.j./._..----------••---•-••-........i....!,�.> ... --------- �,. � _/--_`-... --.----.. .: .-............................,..*.......... ( / �on Address or Lot Nb. r - !/ .' .. iJ� ..� .......... ........:.............................................................� � .. . f 0, Address a Insta,izr Address Type of Building Size Lot... _.:e.!:--- feet Dwelling—No. of Bedrooms...............Z,..........................Expansion Attic,�6) Garbage Grinder PL4Other—.T e of Buildin .._.... No. of persons __---•_-__-_______ Showers //�, — Cafeteria , r9 f!r_ Q' Other fixtures ''...............•_....... . W Design Flow............_ ?..r......................gallons per person per day. Total daily flow............. ........................gallons. W Septic Tank—Liquid capacity!:_=_%__gallons Length. ' ._ ._.. Width._;r..! .._ Diameter____-_ __._. Depth.__.=-... .. Disposal Trench—Nto. ' '?......._... Width_..^<_:%_>._...-.Total Length--__'.`.'__:_,....... Total leaching area__:=...: ._.---.sq. ft. Seepage Pit No........!!�---------- Diameter-_--- ........ Depth below inlet.... ........... Total leaching area '".•s ......sq. ft. Z Other Distribution box (� ) osin tank ( ) •" ` ;� Percolation Test Results Performed by..;o_a_?.__.. _ ._.: ;>f<=:.:::._:._ �......................... Dad___._^.._ ._....../..-�._ aTest Pit No. I___'.._�____minutesperinch Dephl of Test Pit.1/ �...__.. Depth to ground water_'::! :.. (i Test Pit No. 2..........4-.-minutes per inch Depth of Test Pit_�.7........—_-Depth to ground a •-----••-•••------........................................................ --------•- .-.........................................................O Description of Soil.._..._ >; ✓ '� r fir._ VI... ... 1' . r'.. .ro.. .! r_./� .. .. _................................................ Y..n.C"I.._.._..__.. W ',,. •....................•---...--..----.--.---.._..........---.--................__._._................................_._......._.........._........................................................_..... U Nature of Repairs or Alterations—Answer when applicable__.......................................................................................... -------------------------------------------------------------------•----------------•---•---.......-----.....---------------------------------------------------------------------------............•-•- Agreement: The undersigned agrees to install the afor edescribed Individual Sewage Disposal System in accordance with the provisions of T1 t. 5/of the State Sanitar Code— The undersigned furt'ner agrees not to place the system-in operation until a Certificate of Compliance ha bee Is ed by the bard of health. F ..............t .edSig f.D� ';, -•---• • ate Application Approved B V Date Application Disapproved for the following reasons:-----•--------••---------------•------------------------------•-------------•--•---------------------........•-- ---••-•-•-----•--------•------••-•-----•---••--•----••--••••--•---•---•-•-••-••................•--.....---•--•-•-----•------•-••----•••••---••----••--•---•----•-•-----• ............................... IJ Date Permit No......Q ._.. Issued-----.... ----•--•- ..... ate THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .,t..r .................OF....r ..................................... Trrtifiratr of Tontplitanrr THIS LS T CERTIEY, That t�@@--Individuual Sewage Disposal System constructed ( ) or Repaired ( } �• �/ i Installey ,� has been installed in accordance with the provisions of T 1 T"- 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..... ............. dated------------------------------------------------ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE..........................V....' �....--... � � Inspector........-----•------------ t THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _. I j ....................�� .............O F.r.yI�.,...X A.,: ,.,:?:•.!...:�:...r.................................... No...C�. j �... FE c— Dioposa1 Vorkg Tontrudion rrntit Permission is hereby granted.............................................................................................................................................. to Construct ( ) or. Repair ( ) an.. Individual ewage Disposal System at ' / .................... �....✓. ..... Street y as shown on the application for Disposal Works Construction s-it Dated--------�- ---•---'---------------------� ........... ................................................... Board of Health DATE ------- `----------------------- FORM 1255 HOBBS & WARREN. INC., PUBLISHERS i SYSTEM PROFILE SYSTEMALL MARK D WITH CMAGNETIC TTAPE AOR LL BE NOTES PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS NAVD 88 Route 28 ACCESS COVERS TO WITHIN 6' OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE 2" PEASTONE OR GEOTEXTILE d TOP FOUND. EL. 47.8' FILTER FABRIC OVER STONE 2. MUNICIPAL WATER IS EXISTING � \�a mAl \ 8 3. MINIMUM PIPE PITCH TO BE 1 " PER FOOT. fey MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 46' / NOTE: 2" MIN. WALL 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST H-io THICKNESS REQUIRED BLOCKS OR UNITS TO BE AASHO H-10y �•�,J RISERS (TYP.) PRECAST RISERS o ( ) H-10 P (� , 2'o 4"OSCH40 PVC MORTAR ALL - ,..: ""MIN. SUMP PIPES LEVEL 1ST 2' COMPONENTS 5. PIPE JOINTS TO BE MADE WATERTIGHT. o MIN. INT. DI ENDS SIDES 43.0' ACCORDANCE o G 10" 1500 GAL H-10 14" M. TYP 42.17' ° o00 o Locus s 44.8 0` 0 o o o'o 0 0 0 0 0 0 °o CONSTRUCTION DETAILS TO IN oA ..6 CO BE ` ` 44.54 TEE SEPTIC TANK TEE , ° ° o 0 0 0��❑ E�E�E�O -�00� °°o°000° WITH R I 44.29 0°0°0°o wATERTEST D'BOX o ;00000000 . as®®oaoaaoL�� ®a®aaoo�oao 00000000 310 CMR 15.000 (TITLE 5.) o 0 0 0 0 0 0 0 0 0 ��a��O�DaaLJ a���a®®®Da� 'o d o o GAS BAFFLE ° °a ° ° ° FOR LEVELNESS N ;00000000 ;000p0000 o 0 0 o o_ o 0 0 o O O O O O O 0 0 O O O O o 0 0 0 - 00000°o° D��DD��DOQ[] ����0���0�� ,o°o°°°°° , 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 42.45' 42.28' ° ° ° ° ° ° ° ° 40.17 NOT TO BE USED FOR LOT LINE STAKING OR ANY a 4' LIQ. LEVEL (ACME OR EQUAL) ::: °o°o°o°o °°o°°°°° C OTHER PURPOSE. °�'is,,.r.:.,:•:..,,.;.: :. ;: , <•.- a::.:•,•.•.: '••: ,,� 'o 0000000000,000000000000000000000000 0000000 1 LH-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. " o,,o„o_n_n_n_'1.0 0 o o o o o.o_�_�_o_o.o o 3/4"-1-1/2" DOUBLE WASHED STONE 4' MIN. � � 2X) UNITS REQUIRED 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ALL AROUND PRECAST STRUCTURES 9. COMPONENTS NOT TO BE BACKFILLED OR Q 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' CONCEALED WITHOUT INSPECTION BY BOARD OF (MIN) COMPACTION. (15.221 [2]) MIN. ° HEALTH AND PERMISSION OBTAINED FROM BOARD \a� ( 2 % SLOPE) ( 4+% SLOPE) ( 1 % SLOPE) OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP FOUNDATION- 43' LEACHING CALLING DIGSAFE (1-888-344-7233) AND 13 SEPTIC TANK D' BOX 13' 34.5' BOTTOM TH-4 FACILITY No GROUNDWATER FOUND VERIFYING THE LOCATION OF ALL UNDERGROUND & *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000't UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS WORK. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ASSESSORS MAP 120 PARCEL 038/002 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED BENEATH AND 5' AROUND THE LOCUS IS WITHIN ''FEMA FLOOD ZONE X BENCHMARK: CONC. `° 49 PROPOSED LEACHING FACILITY. TEST HOLE LOGS BND. AT EL. 47.s ZONED: RC (F: 20', S&R: 10') DANIEL A. OJALA PE, PLS SITE IS WITHIN ZONE II ENGINEER: ' 2B T 1 ".F ill, WITNESS: DON DESMARAIS, RS ?• THE RFS 2j 18) PB 393 PG 7 LOT 2 DATE: JUNE 20, 2017 PERC. RATE _ < 2 MIN/INCH TH 3 1' STOc CLASS I 'SOILS P# 15385 T F co�4 4 ELEV. ELEV. �A 0zj � 0" 4 47.0' O" 46.7' SYSTEM DESIGN: 2„ 0 2" O aF� � 47 A A ° / GARBAGE DISPOSER IS NOT ALLOWED S L S L GAR. 4" 10YR 4/2 4" 10YR 4/2 DESIGN FLOW: 3 BEDROOMS @ 110 _GPD = 330 GPD PROP. 3 BR _ E E / DWELLING USE A 330 GPD DESIGN FLOW LS LS / TF = 47.8' 6" 10YR 8/1 6" 10YR 8/1 LOT 2 B B 301023t SF UP // SEPTIC TANK: 330 GPD (2) = 660 LS „ LS „ / USE A 1500 GAL. SEPTIC TANK 34 10YR 5/6 44.2 35 10YR 5/6 43.8 / / LEACHING: PERc I _ 46 � SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD C C \\ �, BOTTOM 25 x 12.83 (.74) = 237 GPD 68 \ / TOTAL: 472 S.F. 349 GPD Os. \ \ / i M/CS M/CS USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) / / WITH 4' STONE ALL AROUND 2.5Y 7/2 2.5Y 7/2 \ � ,P 138" 35.5' 138" 35.2' 15 \ NO GROUNDWATER ENCOUNTERED o� / a6 / 0" 4 46.4' 0„ \% 46.0' / �o/ MA C APPROVED DATE BOARD OF HEALTH 2„ 0 2„ 0 A A / SL SL /44 4" 10YR 4/2 4" 10YR 4/2 TITLE 5 SITE PLAN E E / OF LS LS 6" 10YR 8/1 6" 10YR 8/1 334 BUMPS RIVER ROAD B B �1 Ls Ls 43 �,°` / / OSTERVILLE 36" 1 OYR 5/6 43.4' 38" 1 OYR 5/6 42.8' / Scale: 1"= 30' PREPARED FOR PERc / // ��`05 O 15 30 45 60 75 FEET CAPEWIDE CONSTRUCTION JULY 6, 2017 M/CS M/CS �A c.. , Nor n�� t Is �p 8, off 508-362-4541 fax 508-362-9880 cti, DANIEL 2.5Y 7/2 2.5Y 7/2 V // - // ��� DANIEL 10 I= ©`A. A downcape.com A o / CIVIL "I l 00WO CQAe engineering, Inc. No.46502 , t. os 138" 34.9' 138" 34.5' l T T No 0 _0 t�� / S /o / °� `�creR `��� ��F ss „gym Civil engineers -C t ass �,�� a �- land surveyors NO GROUNDWATER ENCOUNTERED ,/�h i / aunt �„ _ , `U 939 Main Street ( Rte 6A) 17- 165 DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 TOP OF FOUND. 20 FT. MIN. SOIL TEST ' �'�, : 3 EL. z y / J 0. 7 10 FT. MIN. DATE OF SOIL TEST ,JrU< z a36 CONCRETE ., WITNESSED BY E 2 W- u N t�N c, COVERS 4 SCH. 40 PYC PIPE GLEAN SANG PERCOLATION RATE Z MIN. INCH y�> J MIN. PITCH I/8 PER FT. OBSERVATION HOLE I OBSERVATION HOLE 2 4" CAST IR N PIPE S CONCRETE COVERS x z I2 � fox 1/8"- 1/2" WASHED (-'" :2 LAYER OF ELEV. -57. ._5 I ' ELEV. 3 ! �' 7 FOR EQUAL, MIN. no .� v C� S o�L o P t u B � o ', PITCH 1/4 PER FT. „ S - L STONE ; TOP £ _ Zy 3 6„ FLOW LINES E y ` ` • 5 z �"'"- M E ID I J t"� .S A N G7 10_ ; --- -_ ti :N c EL - MIN. a +. • — I N r- EL = 37. lo- syrM +N_ LEVEL DIST. EL. __� EL =3<0. � o NU 1 -°� BOX - e v a / I Z WATER AT I I. !� = 2 4P WATER AT % /EL.=G ] tD EL.- 2.0 3/4" II/2" v •o v GALLON WASHED STONE 00 o oa . SEPTIC TANK , U. o EL.-- DESIGN CALCULATIONS PRECAST LEACHING NUMBER OF BEDROOMS 3 / BASIN OR EQUIV. Z' 6' DIAM. Z GARBAGE DISPOSAL UNIT rt 10/ TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE o` c r ► 0 GAL./BR./DAY x 3 SR.) 33 0 GAL/DAY NOT TO SCALE y3 xy REQUIRED SEPTIC TANK CAPACITY '+ a1 5 GAL. ACTUAL SIZE OF SEPTIC TANK 1 000 GAL. 1� BOTTOM OF TEST HOLE OR US WAT-64 TA666 : ,L . LEACHING AREA REQUIREMENTS OBSERYED WATER TA96E - -- EL.=' N . A . SIDEWALL AREA 2 • 5 tAL./S.F. BOTTOM AREA 1 O GAL./S.F � � LEACHING CAPACITY ( BOTTOM t SlOEWALL) 9 GAL. LEGEND: L( -rT X Zx►.a) + (z X Tr xs x �p x2. 5)] RESERVE LEACHING CAPACITY 5 =41 • 1 GAL_ EXISTING SPOT ELEVATION OOxO ,3a X 5 EXISTING CONTOUR — -- -00- --- ' / I FINAL SPOT ELEVATION ® NOTES FINAL CONTOUR 412 XZ --- \ 1''� 2S .DiA T, ,e / SOIL TEST LOCATION 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.O.E. Ri T /' UTILITY POLE -O- TITLE 5 AND THE TOWN OF BA 2 NJ 5-,&,BL E RULES AND f� TOWN WATER W =`�yy REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. X 7 ., �s---JOO � .PES c 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT T_ -c"r/ 0 _ � CATCH BASIN � ,. Q T 41 ""'r l ®� WITHIN 12 OF FINISHED GRADE. "'� 3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. i i �,0 p �[. SEAT/C T •4�i fC �/ 4• ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H- 10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT OF DRIVES OR PARKING AREAS. H-20 LOADING -7 MIN. FRONT SETBACK ?-0 SHALL BE USED UNDER R 0 WITHIN 10 FT OF DRIVES OR PARKING. MIN. REAR SETBACK 1 O S. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE MW. SIDE SETBACK O SHALL BE TA ��,� `� , y 1 MORTARED IN PLACE. ,,3 UN E P C . 6• NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH ' '`- d �� �� ; DEEDED OR ZONING REGULATIONS. OWNER /APPLICANT IS TO OSTAIW SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. `. ,\, �C 1 y. 7. K 02 tZoNTh�/VERTtt,gl orsT . o` L.E W. NTBK. ,Z G, -N7 DATE \ / � � � / •�.� � � � i' ! Z O L D T 3�-... AGENT / �� i rs a U Te z Plfro�lEc'r LOcxnom P R 0 P d E D S I F-. o T Z J �' r .� �-xi\ ti s E P T I c S Z s-r e M P L A N � c� ►� / / I L0T y BUMPS I ►V� I? � OAG> BA ::Iv' ` TA&L E M A — I 3(c 7C4 APPLICANT O L. D r4 IV H I G c © ,ter A N �' Ile. Levy, Eldredge & Wagner Associates esInc. V -o Ege ndwMe Architects Planners ue' land Sweyoa // 7' y 889 West Main Street � f r a M o. 026 \ , � /2; �. �- � �:-�. � "� ,� Lc� � �� �J Centerville32 M 37x 7 S 41) x J/d � - Uo I �E �dl I 2 r"� /� tj - .� : v eye r 3 - /p w n�. ros No. '" 3�.x �° Ar _. LOCATION MAP I is SHEET 1 OF 1 a UMT�- ,