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HomeMy WebLinkAbout0051 EAST OSTERVILLE ROAD - Health 5l. Fast Osterville Road Osterville A= 1.22 —047 - 001 -77 5' r , PRE-CAST BOLT-ON \ � f ------- 7 � BULKHEAD WIT H ------- ------ I I r�j SEALANT 4 1 , P".CONCRETE SLAB ON 6.MIL. I I I 5pROVIDE AMPROOFING 8"CONCRETE O YETHYLENE VAPOR' I Q Cu9 FOUNDATION WALL 1 BARRIER ON 6"STONE OR I I h1-L FOUNDATION 4 ( BLASTED LEDGE.PROVIDE 6 x 6 1 I n N @BULKHEAD ONLY F 1 I WIA W1.4 WIRE REINFORCIN1711 . G 1. I e � I -- ---- --f-- - -----� -:-.�._ J ., I L- -- -------- --- - --- _ _ -. I LL._.-._. _ ----- ---------- --- - - ------- -----------------------J _ ---------- -- --- - ------ n - ---- BAT DO ( 10"CONCRETE FOUNDATION WALL ON 2:x 6 KNEE WALL 0 2"2 x 8 PT SILL& ;a I ( 24"WIDE X 12"DEEP CONTINUOUS SILL SEAL WITH I "O,ANCHOR BOLTS I'I CONCRETE`FOOTING WITH 3 0 4'S @ I I CONTINUOUS&:214'S T&B WITH 48"O.C.TYP.EN !RE BASEMENT 1 .i CORNER BARS I I ^ I T I I j 3 1/2"O LALLY i 1 COLUMN ON 2'-6" x I WIDE x V-0"DEEP m i i I STRII'FOOTING'Tyr .� It 1 = FINISHED BASEMENT ' L I I •, L---- 1x-2" -- ---- -.__--------- __ ( I. --_-------_ - ------------- ------ I` ' --------- ------ ---- ------------------ ------ ------ 3 W 2'-6"WIDE x V-0 DEEP 14'4" STRIP FOOTING I I _ L— I ' . I i • mi;I INTERIOR PARTrrION CRETE ' L - •1 ELECTRICAL ROOM nnmve*n l WITH 2 4 PLATE& a POLYETHYLENE �OYNEEHYLEN VAPOR _ C� L----- GYP.BD.ON BOTH BARRIER ON 6 STONE OR - BLASTED.LEDGE.PROVIDE 6 x 6 , 1 I I E— BASEMENT ALL - WL4 WIA WIRE REINFORCING I BASE MENT PARTITIONS. I .; t!4.2'-0"DOWELS(a)2'-0"O.C.STAGGERED I I , j I t I 7 2'-U"r 1 ;, � MEC14ANICA ROOM ( I I I I I � vme I , I • -+j-j I SLAB ON GRADE.. I J I r ----------- --- :OR / i I I L- I -- --- --- +. --�' �--------- ------ ." 1 ` I 4"CONCRETE SLAB ON 6 MIL.. L M TVrm I I CRAWLSPACI` .. :. TOWN OF BARNST/iBLE LOCATION ,r/ 7` Oill'15,-t/l1l'-& 4,1 SEWAGE#, 40 2 VILLAGE ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. SEPTIC TANK CAPACITY /S oa LEACHING FACILITY:(type) t (size) NO.OF BEDROOMS OWNER PERMIT DATE: 2 -// -0;z-- COMPLIANCE DATE: 9 Q' 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 / OW/6 k,P4 y S,d's t � f r 1 No. 2002` J 7 7 J .` Fee 0,0 VY,_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: , PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSAC.HUSETTS 21ppricatfon for Mtopoear *ps�tem Cone;truction 'Permit Application for a Permit to Construct( .4epair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. S_/ �S7- Q,5TVi v1LL 6— Owner's Name,Address and Tel.No. &/ 1 f ,P 7 � Assessor's Map/Parcel00 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. A/d e>f ,L . vecP,1 ��xr�- . ivy f yoL�Gsr��v /w gel r,4r V114 WQi Type of Building: Dwelling No.of Bedrooms 3 Lot Size 'M 7 q sq.ft. Garbage Grinder( ) Other Type of Building Sltike- F MI!:� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -3 3 D .5 3 t gallons per day. Calculated daily flow 3 3 0 gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. ' / An Description of Soil Nature of Repairs or Alterations(Answer when applicable) S YS t&44 I/✓,S-fA Gj}2 o4 J 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 Certifi- cate of Compliance has been is ued is Boar f H 1 Signed z-� Date Application Approved by t �_ � u��,.�,_ _ Date Application Disapproved for the following reasons Permit No. Q,60.2—5-7 Date Issued 0� e s r .4�.,=-. . 10 No. �10� a Feeloo. 4 THE COMMALTH OF MASSACHUSETTS Entered in computer: ONWE MY PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHIfSE S r cation for'30igpogaF*P.5teut C,6i kructiort Permit Application for a Permit to Construct*( .�Repair( )Upgrade/(- A64fip(� ) Complete System O Individual Components Location Address or Lot No. rj/ E--S 7- Q STEM(//L�LC. Owner's Name,Address and Tel.No. Assessor's Map/Parcel /4A\ O DU/ ivGCE d✓U(JO UF, 57��v/L L 1r Installer's Name,Address,and Tel.No. L Design"'s Nazne,Address and Tel.No. 1✓c�rlcE /DLG/l��v Type of Building: Dwelling No.of Bedrooms - Lot Size 411 7 y I sq.ft... Garbage Grinder( ) Other Type of Building 504Lt FAr4lQ\ No.of Persons Showers( ) Cafeteria( ) µs Other Fixtures Design Flow - 3 3 D -3 3 '._. gallons per day. Calculated daily flow- 330 gallons Plan Date "Number of sheets Revision.Date - { .�. , c` i Titl'e {'' . Size of Septic Tank Soo _ Type of S\A.S. �21 ,_1 i >27 m fps' Description of Soil A- _.. N. f ' 9 _ Nature of Repairs or Alterations"(Answer when applicable) A/F i.l 5 NP77G _5 YS Z'6M /NS719(l 77d�iJ Date last inspected: Agreement: 'r; p 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 Certifi- cate of Compliance has been issued by this Boar,of Health.— ty Signed `� / — ' Date _ Application Approved by `�cp 6. � �cn.►-... Date ���/'� Application Disapproved for the following reasons Permit No. �260_2 S 77 Date Issued /­©a ——— — ——— — —————————————————— �� 4l 6 THE COMMONWEALTH OF MASSACHUSETTS r }f / BARNSTABLE, MASSACHUSETTS r 1 Certificate of Compliance THIS IS TO CET Y,that the On-site Sewage Disposal System Constructed( ✓)<Repaired( )Upgraded( ) Abandoned( )by � / We--A C ke at _ / 4—,fST �S?E�f'U/LC E� /Zo: 0-5 7_8�&1i/6 L has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. Quo) )7-7 dated 0 - 1 1 - o )- Installer Designer The issuance of this ermit shall not be construed as a guarantee that the sys w Date 01 Inspector sill a ction a design d. �„ t �� b ------------------------- No. aOfla _ S7) Fee lQO. d O THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Migo$al bpztem Cold.5tructtou Permit Permission is hereby granted to Construct( 4<pRepair( )Upgrade( )Abandon( ) System located at J / �f1ai% oS%EiPt//LG /�� //.SJ+�`�l//LLF_' and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date:_ 0` J� 14- Approved by a n kwit _ Al y c L _ t I 51 East Osterville Rd , Osterville. Septicik inlet.wi Lj D ' It 6 2004 aC. 4J a f i - i4'_IIY' 1 19'•3" 5-11�" '5-11�^ 1'314" I,_IU"I 10'_2" I 1,�.. 13-1" I 19'8 1�I,-i o i Yi... ®�© • j G ke)q 357 C5RFAT ROOM i 3 I\ I i � - i COLUMN WITH 7USCMPI CAP&BASE i j AncHBD m __ • I oPL-Nlr,a r �� �� L..�! T/-� G-� !N/J O la s -!' T 2 //'>7 -- --`--- I . i. A•-Z.9--. - .a Y'mo.II,�1jf1�tIiI z®/7" 19 3(s 9I"x P.J5�r'�-PI RIrIIIIID tE'-cmo_"marT o-T�2n.-c M"R oUoD r a I /T2 3•I_"l-Oi+ O 3W IIY-6" Q�$O. £ IjI 3W I TT.�" ° I ..' 3�W§a• , - - � 3-W... xzx0,_—..III I s88BII0-0 x 8-0 - J1II 'N-R" 1III2'-5"m3.%s ."e u II� "00 � o oMASTER BATH DINING ROOM MASTER SE ~ x xa.eo i KTTCHENlBREAKFASTAREA aw 3 7 vo 9.41. 7 ^3�. T-0" w.l.c.ossr �______, I4'•T l.x W.I.CLOSET 60.80 LOC CSh- L_---- •R. m.eo 3-9 32.LAUND Y "WIDE 2-R �w 3➢ak T-314" 3 W T.rROOM 7 CASED L J 9 L SRCHED 4"• ASED PENLNO BEDROOM BA OOM 36 IALCL4U 0x ATHROOM -mt. xn.o ENTPI. z-6• .-9�^ 3-1 3 HF\TDELE(TOR STUDY DN1R 2 CAR GARAGE 4 n 6A" _�a^ , I 1 - - '- _ - v .. .� 12'-]" I p,.V•' Ell. I EQ. EQ. EQ. EV EU. EQ. EQ. 777-��07-15`-y2 0 l� APRON - DRN. BY . - 2:'-6" - 1T•V'e 6'1' I I T-R" _ I ° LEGEND a" t, SOIL LOGS DATE:September 17,2002 EXISTING PROPOSED Q� �� ,o .0 N P#=P 10,308 `� \, 7 0 Stake do Tac Set/Found LOT 3oPK Nail Set/Found 124,526.4 t 3Q. FT. a ENGINEER BOARD OF HEALTH AGENT.2.9 f ACRES MM Dave Stanton Gas Gate x LJ John Ellis P.L.S. 13 Concrete Bound TEST PIT 1 TEST PIT 2.6 - _ ® Electric Meter � T /1 _ _ 04 Catch Basin o V1 N G.S.E. 99.4f G.S.E. 98.8f Water Gate � 8 (� 4 a E,o: i ♦ � � 01 0 TV/Cable Box • o , .. �0 0 Forest Debris 0 ® Telephone Riser .c © a , / m 7 Forest Debris o ` ,7, � (f) � 7" -O- Utility Pole 2p0 rs � Contou x ! , �, M r''`� J 7" E 7" E 200x00 Spot Grade �••_•// Coarse Sand Coarse Sand a Trace Gravel Trace Grovel Test Pit a� 14" 10 YR 413 14 10 YR 4 3 , 14»B 14"B rn a 0A. Coarse Sand .. •y. ,�': � ,,.�� , '•. Course Sand • ' 97,7 J r '9,9 9ti T 1 36" 10 YR 7/4 32" 10 YR 7/4 xtqg PLAN BOOK 326 PAGE 71 36" G, 32"C WOODED !� o ♦ 5 N/F MIRIAM B. FERREIRA Coarse Sand Coarse Sand ZONING DISTRICT: RC. RPOD J� i (�r,� N 120' 2.5 YR 6/6 120" 2.5 YR 6/6 - - LOCUS MAP 97,2 �-. FBRU BUILDING SETBACK �SIDEREQUOIREREAR- 10 » PERC o 56" OVERLAY DISTRICT: (GP) GROUND WATER OVERLAY PROCTECTION DISTRICT t 1 2000 �\ x 98,8 ,� \�. N RATE- <2 MIN/IN LOT 11 ! \ O • 9 49,749.9 t (SO. FT. r \� �\ D 1.1 t A RES x 9�.9 \\ •'- LOCUS PROPERTY IS COMPRISED OF: ASSESSOR'S MAP: 122 LOT. 47-01 >01.1 z o>•. _` DEED REFERENCE: BOOK 4067 PAGE 345 SHAPE FACTOO 16.93 PLAN REFERENCE: PLAN BOOK 382 PAGE 20 � ; COMMUNITY PANEL NUMBER 250001 0015C �, \ X 1 4 THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS ZONE C, 0� �r \ ti X I AN AREA OF MINIMAL FLOODING. X 4\8 •A, x 97.5 x 99,R ♦ / h^ , A°' WOODED � ( •�,� '� � GENERAL NOTES : x 9f3.3 i WOODED 1919 - r x 99,9 t ~`� ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH {, �\ dE s . 98,6 FH #9�8 TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 95.4 , \ _i_ x 99.1 Tab N -� 101.0 ANY LOCAL RULES APPLICABLE. `1, .. lot. OF O �`� F ,����H a M o� TEP PROPOSED BATHROOM IN CELLAR TO BE HANDLED BY EJECTOR PUMP. tt ', `•- -�=;�-�•_' O `\\ UP #1375/3 .l �\ THE INSTALLATION TO BE DONE BY A LICENSED PLUMBER. x .v " 0 O `\` `\� 4 CD u p�29874 N No.30 16 V' 98.4 G ti 0 ♦ 99.6 '�ECISSE^rig°,^i A�'o �Fc �`�� ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING 96.5 \ `\\ ° `<� •` \\) ss�o� Lae��e, �FSS�17NALE� BY DESIGNING ENGINEER WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, TBM = CB/DH NOTIFY THE ENGINEER dt BOARD OF HEALTH AGENT X 99.8 ELFN00�� ` 97,9 1 I \ FOR INSPECTION. S �\ x TOOT 99,9 ` b x 97.9 "_ L- ,�-• FOUNDATION ELEVATION MUST BE.CHECKE6 WHEN"COMPLETED. i \ 1 M \ n 1.5 WASHED STON� M - - -:. - s Fhjp • , _ �. `` � � �.�` THESE ELEVATIONS MUST NOT 6E CHANGED WITHOUT W171T1•L d t 98.2 x q' W ---� :` `-, �E=aY, ,� �,r:.,1:}`•' » �s, APPROVAL BY DESIGNING ENGINEER \ 1 , \ , o LOT 2 WOODED \\ ; : . : < ' 98 ' 25 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 _ _ 94,802.2 t SO. FT. 'G 9p \ ' 8, CLEARED rf0 � PLAIN OF LEACH CHAMBERS 2.2 t ACRES n' N0 SCALE EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING �jy0'U SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5, PER v v i 97,1 310 CMR 15.255. s 9.8 9.4 99, 96.* PROJECT BENCHMARK : DATUM = ASSUMED 12' TBM = CONCRETE BOUND EL. = 100.00' \\ ` PLAN BOOK 59 PAGE 19 FINISHED GRADE \ �\ 98.7 77 99 ,'O• N� XI 36"MAX.-9"MIN. /j�/�j�/j� �'�/jNV j�'/��/ /jam// /jam/ COMPACTED FILL LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND SOUTHERN NEW ENGLAND » SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE x 97.4 1� �` X 98.1 -- 2 OF P AE�Tb'N�------;:::::---------------------=======-=====-------==-=--=-------=-------=- ::----- ---- UlIL11Y COMPANY PRIOR TO ANY CONSTRUCTION. ♦` ,gyp CONFERENCE ASSOCIATION » » 3/4 TO 1 1/2 �Ib 98.9 SEVEN DAY ADVENTISTS 24" DOUBLE WASHED STONE yg EFFECTIVE DEPl East Osterville Road LINE BEARING DISTANCE WOODED \` 98 L1 S24'00 25 0.12 " NO SCALE Osterville, Massachusetts 97.1 \\ 7,8 PLASTIC LEACHING CHAMBER DETAIL PREPARED FOR Maria Faria .�1 9 1 CERTIFY THAT TO THE BEST OF MY KNOWLED(I£ THE FOUNDATION TITLE SHOWN HEREON Is IN COMPLIANCE WITH THE APPLICABLE SANDWICH Sanitary Disposal System ZONING DISTRICT SIDELINE AND SETBACK REQUIREMENTS. IS x 96.6 LOCATED IN RELATION TO THE MONUMENTS SHOWN, AND IS NOT LOCATED WITHIN A SPECIAL FLOOD HA7ARD AREA THIS PLAN IS NOT TO BE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. TYPICAL SYSTEM PROFILE DESIGN SCHEDULE ELEVATION BARTER, NYE & HOLMGREN, INC. - FINISHED GRADE = 99.0t •--. � �,L4' NOT TO SCALE TOP OF FOUNDATION 100•0 RE PRo oNAI LAND SURVEYOR QA Registered Professional FINISHED BASEMENT FLOOR FINISHED GARAGE FLOOR 99.0 TE Engineers and Land Surveyors TOP of 812 Main Street, Osterville, MA 02655 SEWER INVERT AT FOUNDATION 97.5 FOUNDATION Phone - (508)428-9131 Fax - (508)428-3750 SEWER INVERT INTO SEPTIC .TANK 97.3 = 100.0 :- FINISHED GRADE OVER TANK - 98.5t FINISHED GRADE OVER D. BOX = 98.5t SEWER INVERT OUT OF SEPTIC TANK 97.0 Leaching Area Requirements FINISHED GRADE OVER LEACHING TRENCH - 98.5t SEWER INVERT INTO DISTRIBUTION BOX 96.8 3" (mi . SEWER INVERT OUT OF DISTRIBUTION BOX' 96.6 20 0 20 40 4" SCH. 40 PVC 4" SCH. 40 PVC FIRST 2' (TO BE LEVEL) » 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD 9 (min) Cover SEWER INVERT INTO LEACHING SYSTEM 96.4 r ((TYPICAL) ( O 2.oX _ . • Fthen O 2.0% 36 max Cover `- 02 min » (max) BOTTOM OF LEACHING TRENCH 94.4 ADDITIONAL 50% FOR GARBAGE DISPOSAL NNA+GPD SCALE IN FEET j.f O 2.0% • 10 CI TEEs � �E 6" SUMP 4" SCH. 4o PVC WATER TABLE. NONE OBSERVED AT ELEV. 89.4 FINISHED "' CONSTRUCT ACCESS ' - oY / / PERC RATE = MIN. INCH CLASS 1 2"L er 1 8"tot 2" » _ BASEMENT MANHOLE OVER ►INLET "- -' Peastone LEACHING CHAM - / ( ) SCALE:1 20 DATE: 9/24/02 FLOOR TO TANK TO AT LEAST ' t•S` -w+' ' :. WITHIN 6" FINISH G - 6" CRUSHED LIAR = 0.74 GPD S.F. •_i. REINFORCED CO STONE / REV. DATE: REMARKS FOOTING {- r- .... •; -_. .. 4" PVC MIN. LEACHING AREA OF SAS. cul.� r 330 GPD/ 0.74 GPD/S.F.= 446 S.F. MIN. DRAWING NUMBER f 5' MIN PROPOSED SYSTEM : SIDEWALL (12' x 25') x 2 x 2' = 148 SF 1500 GALLON SEPTIC TANK DISTRIBUTION BOX BOTTOM 12' �- 25' = 300 SF No Groundwater observed 0 Elev. 89.4 TOTAL 448 SF H: 2002 2002-017 surve worksheet 2002-017.dw TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE Job # 2002-017 .I.'