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HomeMy WebLinkAbout0050 OAK STREET (CENT./W.BARN) - Health 50 Oak Street Centerville A = 173 039 No. 4210 1/3 ORA vendaflex' 10% ' J k d3 .A ir y No. 2002- -V/ ` THE"COMMONWEALTH OF MASSACHUSETTS FEE IOU-- BOARP OF EALTH _ OFkkn APPLICATION FOR/DISPONg,. r /0 TRUCTION PERMIT Application,for a Permit to Construct (`�) Repair ( ) e ( EKtiandbn ( Complete System ❑Individual Components t u Locati Ow is Na q r nP e uvt Map/Parcel# Add ss �i�1-7 U Lot# �LQ t Installer's Name �� Designe(Nqame Address Address Telephone It Telephone# Type of Building: Lot Sizec)'� O 0 Sq.feet Dwelling—No.of Bedrooms L Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures /C Design Flow(mi required) JJ gpd Calculated design flow .gpd Design flow provided�Npd Plan• ate Number of sheets RevisionD-``ate Title,-SW 'c� Clued Description of Soil(s)(Dt- ���� SCU , ak t— u t �� Soil Evaluator Form No. ame of Soil Evaluator`D, ` Date of pEvaluation DESCRIPTION OF REPAIRS OR ALTERATIONS d ba e wl 3 (q Chldlm d s The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fur )agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed �./J Date 3 " 2' C Inspecti s FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 No. 2yo?-,VK THE COM1MO(NWEALTH OF MASSACHUSETTS FEE I60 Af�at�VtiP BOARD OF HEALTH CERTIFICATE OF COMPLIANCE i Description of Work: ❑ Individual Component(s) ❑Complete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired Upgraded( ),Abandoned( ) Y aA A Lr(-) at CA Zf has been installed in accordance with the provisions of 3 0 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to a/p�plication No. '�[ — � dated 1 I /0� Approved Design Flow (gpd) Installer GI l D`sigr y �,; �S 4dLed. ner: Inspector DateThe issuance of this certificate shall not be construed as a gua.antee that the system will function a FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No vU ,qgl THE COMMONWEALTH OF MASSACHUSETTS FEE UU— �,� BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Co struct ( ) Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at U ul -�1.)t[ as described in the application for Disposal System Construction Permit No. o�W.�"S.z� dated 02 Provided: Construction shall be completed within three years of the date of this permit.All local conditions must be met. Date k �. Board of Health 0),j Ei FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96).. Homs&WARREN'" PUBLISHERS- BOSTON 1� e ' f 'j .A + KE CO'MMON'.VYEALTH OF MASSACHUS,ETTS FEE UU-" BOARD -:OFFHEALTH 5c- y " OF APPLICATrION FOR DISPO Mm CO TRUCTION PERMIT �4w Application, or arPrriit to Construct (v') Repatr O pgra e ( Aband n Complete System ❑.Individual components � u ' Locati 0 is Na Map/Parcel# t f r Address , ,rC.� /�^ A � Lot# Installer's Name Designe's ame Address Address Telephone# Telephone# - Type of Building: Lot Sized` C� 00 Sci.feet .. Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons e2 Showers ( ), Cafeteria ( ) Other fixtures Design Flow(mi equired) �� gpd Calculated design flow 1" {� gpd Design flow provided q"pd Plan:,-Date Ak G, 0-L-1 Number of sheets — Revision Date Title rY1• ^c�. d"' Description of Soil(s) f- _ > `Soil Evaluator Form No. ame of Soil Evaluatt�or`D, ,k _( Date of tEva]ua lon 1b-c31-�G1 DESCRIPTION OF REPAIRS OR ALTERATIONS V�J (� ) COJ 15 The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and fu & s not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed CzC Date �- 3 i Inspecti9fis — U? f Ir FORM T - APPLICATION FOR,DSCP DEP APPROVED FORM 5/96 i I 44 s TOWN OF BARNSTABLE OP � 705, �J LOCATION 5 WAGE #. d� ,�5 � (M 6 VILLAGE A S O kS & LOT INSTALLER'S NAME&PHONE NO. Aj H-o SEPTIC TANK CAPACITY LEACHING FACILITY: (type) �o�� �h4.-�,��rS (size) 33<S X/3.2 X R NO.OF BEDROOMS y BUILDER OR OWNER/ J �e �v r PERMITDATE: COMPLIANCE DATE: 44IR104 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 1 r I , �o-r ReAr p hog 5 C o✓ e rS 0 A-3 -7-„K ,, /.t ® 0 7Gfk o��1�1' /3 ak '7 y`a 3-6-ooy TOWN OF BARNSTABLE/� LOCATION 58 OGK ( _Ct�r y i I IQ SEWAGE # VII.#LAGS f_ oi�3 -P rd�6�� ASSESSOR'S MAP & LOT t-13 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILr Y: (type) — (size)I�t T iboe� S.tt_. �xfa NO.OF BEDROOMS BUILDER OR OWNER R014 Rt A t?I[6 P4nMIP PERMIT DATE: 4" Z& - 9 tD COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 aqo� 5ra.,E�T f RoM t m -o P9- L� TOWN OF BARNSTABLE ' - WAGE LOCATION T "SK� &LOT VILLAGE O S f INSTALLER'S NAME&PHONE NO. / SEPTIC TANK CAPACITY �TO 0 X� 0© CG1 .,��/S (size) 33<L X L LEACHING FACILITY: (type). 3 No.OF BEDROOMS BUILDER OR OWNE r COMPLIANCE DATE: PERMIT DATE: Separation Distance Between the: Feet Maximum Adjusted Groundwater T le to the Bottom of Leaching Facility. private Water Supply Well and Leaching Facility (If any wens exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet ------------- within 300 feet of leaching facility) Furnished by home 5 e pv n eV S Rear 0 E /g-3 �K `t , 13z 35 i p 0 7u•^k a�fil�t i3 any lo- LeU�ti.. a 7 yy 3-SpOy Gk��brrS� '� S7o�^P . Ill lil w _ ¢L bq J Q l. es 1 A I 'f�;ffiJY_ ot w 3 •Xf �s CJ Y� - 'f sl •' ';�•� O m . N cn N • CD m � ' LO S •�y.._ n..oa Ow.1 ,mi N �. N .. •� m 5 / m L rJ • tJ F. LD LD O"1 . ._..._...._.................----------.......---....._-..__.----._..__..._.......--- OJ LTI se'a"• ' LTI m LO s VT (9 sc 6 ® m f _ co lu "�''� •. ,� Ali'.^ a 1 � H Pq .......... _ .�.... W . _ �FfIG tT f1_ R ,t rJ -p . . SZ7 [�a-Cry, S � C•e.���•�i G - a. Site Pila of Land! (in 'Barns•table, MA. A or G,i�llllJood... ! I i m a 'd�ed in book 1102 59 a1�o ma'p.l1 pci -50 rrr , en i i I Pg J.. spar I ' 1 I I ti Date 11-2'9=99- AAA"A11 Cape; En�giineering T 11� "f ! ;. , r I �9,9 4I'arbbi, Road ': I i ' Hl�arini's;l'MAi b260'1TJ I i t , l � .I. t ,...I i _r .}'._I I j i_i I -i•_ I r I i 1 t , t r , q I f { a_L I ,n I l._ , I j. � �F��� � r+G: t �:• 1 ... I 1._'. y' r ._ 1 I� I I` I _i i . I a� Obi 'r7ei { i _. 1 _ 6 Pfn L! I t I ` -_� .. ' _ , j. : 8 I _ , } } j ,6' n p Se in' bk345 75 I I 74 T. + i t - I { UJI l I J I i I 4 -! t ( t + '�-r I (-• { , aq fi: 2 I , , oP 1 tLl. + Lit � 1fo I f6/ iN4 Gig Sir L✓If.-"%P ! S' -I j ' J-! �'(Nb�•M,�, , ..�/ITrLYTy61"� 7'G-13�$.. r- - .. t } BERS AIR tr'itil ✓d 1 iZCLOG�TL? 1 ' I r 1 ° N .9s{sfr{own� JOHN YOUNG : + : J } is No 30078 °� '� co r J I ( .; �l ' ..."...I OOOak tr + T41— � , I � r' • I I �. t. Ii J. 4 DESIGN CALCULATIONS NUMBER OF BEDROOMS 4 GARBAGE GRINDER NOT ALLOWED S #1 8.00 DAILY FLOW: 4 BR X 110 GAL/ (BR-DAY) 440 GAL/DAY 69,50 SEPTIC TANK REQ'D/PROVIDED MIN 1500 GAL 2.00 LEACHING CAPACITY (PRIMARY & RESERVE) : " I X t:0 ' +2 X (4:0 ' + lam ' ) X 2' ) X 0 . 74 GAL/ (SF-DA) = 4 GPD o 9, -7-,.9i v se SOIL TEST DATA P-9585 DATE: 10/27/99 WITNESS: DONNA MIORANDI EVALUATOR: B. J. YOUNG 2.00 # #1 ELEV 69. 5 #2 ELEV 68 . 3 Ic 0-11" Ap LOAMY FINE SAND 0-11" Ap LOAMY FINE SAND 11-21" Bw LOAMY FINE SAND 11-21" Bw LOAMY FINE SAND 21-120" C CLEAN FINE SAND 21-135" C CLEAN FINE SAND 48.91 w NO WATER ELEV 59. 5 NO WATER ELEV 57 . 05 > PERC .RATE <2 MIN/INCH PERC RATE <2MIN/INCH w w 30f OF 41,48 EERNARD ti o`er JOHN YOUNG u o No.30078 u 9ARCH-MARQ i 1 u0 D-BOX SCALE: 1"=20' O 1500GST 1.00' MIN, 3.00' MAX 7.75 6' MAX 4"ID SCHED 40 PREF PIPE 9' MIN, 36' MAX 3" SEEDED TOPSOIL, 2% SLOPE - _ - -_z____ _ _ -2 PEASTONE 65.00 MIN - y-PLUG END 1,25 _ -� - - - ----- --- 0;17"--_ _ LEVEL -` 67.00 MAX 151. 2MIN65.250.83 7 64.7565.00 — 64.50 ' 64.33 3/4" TO 1-1/2" 4.00 DISTRIBUTION 64.00 WASHED STONE 10' MIN BOX DB-3 H-10 62.00 44.9177- ' 6" GRAVEL ON NATIVE SOIL OR 2.00 ENDS, 2.00 SIDES 4.95 1500 GALLON SEPTIC TANK MECHANICALLY COMPACTED BASE, 48.91' x8' x 2' TRENCH ST-1500-H-10 TANK AND D-BOX WITH 7 RECHARGER 330'S BOTTOM OF TEST HOLE 57.05 50 OAK ST, CENTERVILLE BJY 12/05/99 • _ )te'.c.- 9:O•._.__.__ ._4•:r• '2'O! _ -_ `31Src�Zk31 _ 1 cj. • Ic - - _ p.FT�QQ,�--_ -_ � o '; �. Jai ;' •+' - I •'9:te-_ 2:A:-2:4 -6.1.+' I _ ® r {�r- '�•"�.g�-wv�.r`.•.r _ II �I I "lZ--�S=••�CfH+r3LUL. I 1 m � o- �9�a-T�-rrvc--rrdmn' _ __HEDKOOI•A . -,1y. .6E.D�OOM ___ a ", •�� I �d:�Cla'YS�_ I -- ` _ _ - �_A:� ___.__�:-O'_. _ _ .-tn:0= - 4:0- B:o _6:0-mv�.eC. 9 O" ..n•:1:' h1:C i:EYEU f-Tti 5Ecot to Oo2 PLarl I Y { —1Z-•ELT—DELiL I _ - - - -- - - - •--i-�:.p-. "__ .' .:i5:6:.__. ._... '__:.. •e 2.1r 15-B1L1cEi "- 4.0 � . 1-21 D wit O • LL` Z� R •64'c.C.Ld:NchTHOCY. - �1 d f • 1 - _.IA:ii•':__ __ - :9:B:" -_4:4 2'.4'• jp -i.v3�•s7a7P.li.7c+.__ • � -� _ - 2"Sll- i___-_ ____—_-_ 't - yam••-rr-r.,..SdEE�FDCK II Ii 2•A= z •'� f� _ _ _ I --- it r '" - •---- -�"`-�-- - - -=�:o"--- -•a:o'-- �_5:�__ .--- - -- -u_a =--- _-- - - _ ---__ . SYSTEM PROFILE TOP OF NOT TO SCALE FOUNDATION FINISH GRADE FINISH GRADE OVER EL. 78.0 EL. 77.0 FINISH GRADE OVER DISTRIBUTION BOX 77.2 SEPTIC TANK 77.0 FINISH GRADE OVER TRENCHES 77.2 _RISERS TO 6" A OF FINISH GRAD e �� < ' PRECAST CONCRETE RISERS TO 6 '• o'' �i00 GALLON DRYWELLS 3"MIN. " H-10 REINFORCED LOADING : MIN.SLOPE 1% OF FINISH GRADE OUTLET PIPE(S) LEVEL . FOR 2( MIN.1% SLOPE TRENCH LENGTH = 33'-6" 4 13" 6" MIN.SLOPE 1% ° BEYOND - MIN. 0 r I R%'WELL LENGTH = 8'-6" r 0 _ - ' 13"MIN. < 0 74.40 74.20 14" 6°SUMP o e , MiIvT o , a: �, •,??:, o , ., q,o , c,. 73.95 73.87 '�.f — �� PVC OR CAST IRON TEES— - o , p <� ° h / ,., •l; 1 `6f GAS BAFFLE 3 '6 'of -,w, ,o, ,;, ,o: b b° �" S�`-�—o p° •lo - �6- DISTRIBUTION BOX 73.40 '� � :'' ' : �'' '' , MINIMUM INSIDE DIMENSION 12" 3/4"- -1/2" DOUBLE 3/4'- 1-1 2 DOUBLE ,1500 GALLON � A OUTLET INVERTS 2" BELOW INLET INVERT ;' " PRECAST CONCRE I E, Q a MINIMUM CONCRETE WALL THICKNESS 2" . _i WASHED CRUSHED 5' WASHED CRUSHED 4 . - o_ ` =� `` a �` INSTALL ON COMPACTED LEVEL BASE STONE BSMT.FLR. y _ o , H-10 REINFORCED , ELEV. 70.5 Lm: 0 16- _ -:\ _ NO GROUNDWATER BOTTOM TH 2 EL.66.4 <,. '1• ; �. ,, „ , :; TRENCH SECTION �• i �,..I:f O �� 6: .O o•f f. pro' ''� f ° �0' °' f''® f "f�\ '•9 �f° ' f�'G,:i ' :, �. 1' °ti�� NOTE: EXCAVATE TO =C= STRATUM IN C D'=R TO �bti�oq� SEPTIC TANK " f- REMOVE ALL =A= &=B= IMPERVIOUS Ml E'iAL INSTALL ON COMPACTED LEVEL BASE ' n � u `~ WITHIN 5' OF THE SAS. REPLACE WITH C =AN V r�3 t �? n - 9" MIN. 3" OF 1/8"-1/2" CLAY-FREE SAND 4" DIAM. 36" MAX. DOUBLE WASHED PEASTONE ,ram, -• °,�� .f°;��,.', �a.r_, ,•,o , Aj -• "'J a• I'r 0 Of pao. 3/4"- 1-1/2" DOUBLE .--�� m a �8 z s (� � 5'-2rr ff WASHED CRUSHED 48 ! pCEL 29ranbrry STONE e _ TRENCH WIDTH 131-211 1 . .� OBSF RVAT ON PI7 T �01 29,900 SF �� . .� NUMBER OF TRENCHES 1 0 SOIL TE. T BY:B:..YOLIG NUMBER OF DRYWELLS 3 . �• P-0586 • � V L' \F 1 .... ... .. , ;� ,, ., , .,. - . .�c a ` Jl �','w '_✓' Ilj i R v LiiT hI o WITNESS:-D BY: D.VIOFA : I N ` BARNSTABL BARD OF HEALTH GENERAL NOTES: DATA--: OCT.27 i 999 ° o ®#2 \ 1s ELEVATIONS SHOWN ARE BASED ON ASSUMED or, TEST HOLE#1 oil. TEST HOLE#2 EL.77.7 DESIGN DATA 2 ,ALL PIPES IN THE SYSTEM MUST BE CAST IRON . =A= LOAMY =A= LOAMY 20 OR SCHEDULE 40 PVC. FINE SAND FINE SAND 3 HEALTH AGENT/CAPE & ISLANDS ENGINEERING „ 11„10 YR 3/1 10 YR 36.0°' 3/1 / 11•� MUST BE NOTIFIED WHEN CONSTRUCTION IS NUMBER OF BEDROOMS 4 /GAGE o �; / COMPLETE PRIOR TO BACKFILLING. GARBAGE DISPOSAL NO YRoposED \�' / 4.ANY CHANGES IN THIS PLAN MUST BE APPROVED =B= LOAMY =B= LOAMY DAILY FLOW 440 GPD. gSE• f 0 4B�i ° �1 BY CAPE & ISLANDS ENGINEERING AND THE BOARD FINE SAND FINE SAND SEPTIC TANK REQUIRED 1500 .GAL. OF HEALTH. 10 YR 5/4 10 YR 5/4 SEPTIC TANK PROVIDED 1500 GAL. � 5. MATERIALS AND INSTALLATION SHALL BE IN LEACHING REQUIRED 440 GPD. COMPLIANCE WITH THE STATE SANITARY CODE 21" 2111 [TITLE VT AND LOCAL APPLICABLE RULES AND REGULATIONS. SOIL ABSORPTION SYSTEM CALCULATIONS: o 36"pE 6. NORTH ARROW IS FROM RECORD PLANS AND IS = = _ = � C FINE SAND C FINE SAND 10 NOT INTENDED FOR SOLAR ENERGY PURPOSES. 10YR 7/3 10YR 7/3 SIDEWALL AREA= 186 SF. 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. 186 SF. X .74 G/SF. = 137 GPD. 8. FLOOD ZONE C BOTTOM AREA = 441 SF. I 120„ NO GROUNDWATER 135" NO GROUNDWATER EL.66.4 441 SF. X 0.74 G/SF. = 326 GPD. f row LEACHING PROVIDED = 463 GPD. . \ \� LEGEND \� 52 PROPOSED CONTOUR SINGLE FAMILY RESIDENCE ___52__ EXISTING CONTOUR PROPOSED SEWAGE DISPOSAL SYSTEM pr rt�rr �t r I \ I OBSERVATION PITF, ; ,`�, PREPARED FOR \ / L 14.6 , ❑ DISTRIBUTION BOX JAMES QUIGLEY z r \ \ HSE.NO.50 OAK ST. o to o SEPTIC TANK ^ + . ai ,` CENTERVILLE,MASS. SOIL ABSORPTION SYSTEM ro G'1,, PLAN NO. 081602 SCALE: AS NOTED FILE NO. 392BA DATE: AUG.16,2002 I RESERVE RESERVE AREA ' _ -DAVI r SEPTIC FILE NO. 71 PCS FILE: OAK ST 22.26 PIPE INVERT ELEVATION z z z CAPE & ISLANDS ENGINEERING I PLOT PLAN s SCALE: 1"= 30' 173 29 50 0 0 0 ;%, s 5 S ,', r{' � � �,,,,�'�''� 800 FALMOUTH ROAD, SUITE 301C MAP SEC- PCL LOT HSE MASHPEE,MA 02649 (508)477-7272