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HomeMy WebLinkAbout0075 EAST BAY ROAD - Health 75 EAST BAY ROAD OSTERVILLE / A=141 - 108 TOWN OF BARNSTABLE LOCATION �1���5 CIQ phdd SEWAGE#� �37 5 VILLAGE O LIUV I I l Q ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY b00 LEACHING FACILITY: (type) (size) .j„ X �, NO.OF BEDROOMS OWNER 0 d PERMIT DATE: I D COMPLIANCE DATE: a 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 lea i g aci ' ) Feet FURNISHED BY T-A,� _ r o, FEE C®MMONWEALT14 OF MASSACHUSETTS � Board of Health, NU APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct( Repair( Upgrade Abandon( -X-Complete System ❑Individual Components Location Owner's Name Map/Parcel# d Address N - Lot# Telephone# Installer's Name Designer's,Name Address S Address 2- C Telephone# �^ 2 Telephone# Type of Building � Q, Lot Size sq.ft. Dwelling-No.of Bedrooms Garbage grinder ( ) Other-Type of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow (min.required) gpd Calculated design flow Design flow provided L gpd Plan: Date Numb�er,,of�sheets Z C,,R Revision Date Title GM I IV7�- 1. S K-u.J Description of Soil(s) Af I TW I -� _ r Soil Evaluator Form No. Name of Soil Evaluator�.Gfi��-t� ,Date of Evaluation Zb DESCRIPTION OF REPAIRS OR ALTERATIONS t�yc rn� The undeqes ees to ins the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a ,gr lac a system in operatioi Certificate o Compliance has been issued by the Board of Health. Signed Date j 6 o Inspections FEE Y �•a�, .. 141R. r . t .. COMMONWEALTH OF MASSACHUSETTS �•Board of Health, APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT LZ Application for a Permit to Construct( ) Repair( Upgrade(/)iAbandonO - O�Complete System ❑Individual Components C ��yy fft Ca Location 5 ��( (�} ;e C�l a-�t `�N�t\ . Owner's Name �` �*`16(U(G Map/Parcel#t 1�i �j X CAddress !uV aG. Ea i V(( n WA t 1 ot# +i441.(( t 1p; . Telephone# ? Installer's Name (��Jjf\ha ll Vi�ll n Designer's Name },i �rd e 11A u'w Address �bX 5qq Yl(f Address L (�flG f d t(L . f Sti III_ Telephone# + j�'Z (}� � •Telephone# V,:; t f` i '^ q9 Type of Building i Y1 Lot Size sq.ft, T4' Dwellmg;No.of Bedrooms ! - - w Garbage grinder( ) Other Type of Building . { A x No.of persons Showers( ),Cafeteria ( ) Other Fixtures Design Flow (mi .required) gpd Calculated design flow Design flow provided f 1 gpd Plaw"Mate �} ,}d Zb Number of sheets Revision Date Title j 'V b SC:0'� � "``i tl ++llJ(( -tA � ` t i'1 rG! i VOL }2 y�z" Description of Soil(s) - t"t U(�. �.} to lllr_ �.n ' !(l' �• CGt Soil Evaluator Form No. I ; Name of Soil Evaluator f tC►' t1 Date of Evaluation s Y Y DESCRIPTION OF REPAIRS OR ALTERATIONS.,. U_ '4 q o.• 't ZAJt ' H 2 U 16o x �C S d C1 it The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further agrees touu�not�Yo/place� a system in operation-until a Certificate of Compliance has been issued by the Board of Health. Signed - '�%/� Date Inspections ' 2 7Z�01 d" l FEE ! � No. COMMONWEALTH Of MASSACHUSETTS Board of Health, � MA. r' CERTIFICATE.OF COMPLIANCE Description of Work: O Individual Component(s) .Complete System t a The unde(r`s'igned hereby certify that the Sewage Disposal System;-Constructed ( ),Repaired.( ),.Upgraded ( ),Abandoned by: j at 1S EASf Oki eo(, r �`• has been installed in accordance with the provisic ns-'of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans.relating to application ��No. 9 d�d'175, dated pI t I i_h . Approved Design Flow 77 Q (gpd) Installer llAti111�� �7�tt��ufib� k Jf�S'� t IKL n. it ► Y i Designer: �n4i�,O-Y]• "1 ✓ 40 VL Inspector: 'I) r1 -�, - .8P (4, Date: r The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. d 0 7 V ! 3 FEE 1 &0 COMMONWEALTH OF MASSACHUSETTS Board of Health, +��rlJl ,MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is herebyranted to; Construct( ) Repair( ) Upgrade(X) Abandon( ) an individual sewage disposal system gP at f C�S 4��3� as described in the application for r" Disposal System Construction Permit No. ,dated 9 Provided:}Construction shall be completed within three years of the date of this permit. All local conditions must bi inet. }f j Form 1255'Rev.5/96 A.M.Sulkin Co.Charlestown,MA Date t f" j OBoard of Health Y, s X , . -�i -..,-—:I—I,�—;�.I"I-,1 .- Reguhii6ry � °paces ,; tQ .; ittchaz d Scab;.i�atertm.D` ,"tor:" '�s VARNSTAbt i, � - - -, - 1-,.- - Q, Pe - c f eadth ft si+ n 5 1 Thomas,MCKc in�lDireetor . ' SOU maan Street,Byariikss, 'TA Q2601;. .?" office ,fit$62 46, . I a c: 5Q4-7'90-fi3Q4 {{ "Ln" ' ':.•a�i I) se' t erjif cataon Sri rig Date }7,i� 1 Sew e:FertnYt; 7 i J p - -- Assessor s Ntsop:lirc t lies Pam'c' �1`e�.1 �� ems ,n !^t Installer• , Address t .}rr��'l� Addy ess , �e.r ; M' t3 Z � _ OzT ,3 �'��� ea vas issue a.,�ernaat.ta.szstai�,a {date} 1.(ETlstallex) septic system at `7, _ � l' .Stf`�:.; t based on a deszrz dEawnby { $) dares t rt Q en✓trc Ala r� , sT, r C dated 1 t>a .Z !} ' {des Ouer} r^ •`k r. �o 1 cerrzfy that tXxe septa system referenced abaXfe was installed substarxttally accb,&r t� the cteszgn, wl�zel , ay zxzclude mzuar appr©ved changes such as Iateralrelucatzon ai _� =dzstr button hox<airzd/ r"septzc tank f S,n aut (z mquired) was zns ,ted aria the seitis �� were!fburtd sattfactox}=,. A - 1 certify that tlttzr septzc system xeferencd abase vas ztstalled`wEth Enaor c�aatges (3 t eatex tlt.1 b' lateral reiocatEan cif the,St S ctr airy eti c0-relocat r�xz of any eczrrzp4nertt .rI oftlit septt:`frystent�but ace ordance wzth State&Lcacal RegilatEans'; Plan;revxszn tar eextaed as buzlt try deszgner to fct'lic�w Stxtp tzutr(tf regutzed)r�ras arrspeeted aril the scitls were'fund sazsfactttzy y T certtfy that tl%e system ret'erenced aboue was coasttucted to wztlt the tezms ' the INA at pro�al letters{(applicable) I. >~ ' ;PE1 "t µtit , m��rr I I.e,�.�,1'I��,-"-'r,�,.,,I I�;�'�,�r�r,i-)-1,-,�r.rr','i.,I'-,,�.�,:"�'D:I;�'��;,1r-.�.:,�,,r,:r:r—rr:,.�,. tiz�sta let's r9 ,: Ezre}; .' t o y . 'E'Ql,�j'E¢'�4 (Leslgtter's Stgnaturf{ {Affix DestgrE exec FLEASI+.r : ;TLtIt TC3 RARI+ISTA BTI l'iTBLIC. AI.`i I I}I" ISI£31E1.` C7ERTIICA7i] K 4JF§ii �7!�M'a,Flt1� E 'UVI[[:tig,�La�(7iIg3T�j BED.;[Ij.S�Stlp�i7iC. 'T . Ug'r'$T.T/'' "=IS�,dl�'CI� f�A+g1�D},�A7S; ' Bx,+ Cr-ItI3 A� 1:ri..=$.Txd Y L'r.V AD �X$R;s Be`1i�"f t7s .� UULrL.. S.iF4 �E'I I.t i+ 6E�t TAA1lrI�7 €)tJ .Ku`6 LtC,tJSi 3 _, t•, tf�e ttifimtioci(;afro R"'$=1# t3 dcFu ' _ Engrneers note.Thus cerErficaEion;'s"limued ton es bctitzriscEion';otsystem comfsanents as instatied pr gr 4o backfil TE�e E enneeroltaE supen�s Gorrstneafign 4f Efai$SySfF ktthstnstaller assurr[es resgansltEii'sty far,all iTa#errais,.yrorkmartsi,fp'1111askfilgng {' r_ ;r Ea speeiffett gcadi v nth pro�aer eompactiaa artd<ssttsng nsersft,e as skEowr:on the des€gn pSan:'. ......_.. .. . ....... . - r r � r� h i Z N VII 4 f • O � S O 0 S 30 -- EXISTING CONTOUR x 30.98 EXISTING SPOT GRADE khcys Mirket �Qa' 28 PROPOSED CONTOUR N/ EXISTING WATER SVC. dyottheQ G EXISTING GAS SERVICE n Church Little Park4 Pond j \. , /I• - OVERHEAD WIRES �i5fas19ay,Road TEST PIT BENCHMARK a LEGEND \� EAST BAY ROAD Cave At Eastaaye LOCUS MAP o 17.88 18.2a 17.44 1a.33 18.59 edge of pavement - SPIKE - 17.90 STONEBOUND )�.93 S30 20'23"E S33 32'03"E 18.83 98.56' 52.,?O 17.83 ` 1919 j -- - - - `"- 17.70 8� - r ' 17.57 17.03 // R13.25���Q 18.11 W �: x 1 . 5 3 \ X 13t25 00 18.08 OR 00 to / RO INE 3 Z ?,: BREgKpl1T SETBAC x 17.1 7 -� v PROPOSED RET. WALL _ TOP EL.=24.2 TAPER PROPOSED S.A.S. zo'}61B ' +�7' x 17.11 DOWN TO EL.=21.0 x 16.8 1/ BOTT. EL.=20.2 • •,. _ 6-500 GALLON CHAMBERS r::��_.;. 6P-2 20 _ G_ SURROUNDED W/4'STONE ��```'' ,. :..`. o 0 -Z' woo ETOGO PROPOSED SEPTIC TANK x 21.69 a _> 2000 GALLON CAPACITY 21.72 - SLEEVE SEWER FOR 10' ON 2 EACH SIDE OF CROSSING TOP OF TANK, EL.=19.5 ` k � INV. IN 22.s6x •Za ( �=18.25 � .: s-s _ ADD CLEANO ,--IN1L 18��.80� INV.(OUT)=18.00 35 2.69 �'� OPOSED PORCH EXPANSION N 24.4 ! y, I li'WA3=KOL TT EL.=21.8± •P REMOVE EXISTING 2.. g Ln 20 25.49 - - RETAINING-WALL- _. _24 SCR PCH g5 X �_- W TERMETER 25.50 x 2 _ s ., . _ _ EXISTING CESSPOOL PROP. SEWER-1 WALKOUT SCREEN ` TO BE PUMPED, FILLED WITH ST fir% %����=2i.st PORCH I +27.21 066 SAND & ABANDONED (Ex. INV:24.sf) U) x .24 9 :" 27.4 PORCN EXISTING 59� _ TAPER EXISTING RET. WALL HOUSE#75) CHAIN-LINK FENCE DOWN TO EXISTING GRADE ' ` - 2�.a1 ,T.O.F.=26.Sf o'o _ -36' X 3o.e7 r PATIO F EL.=30.l'f z 30.29 ' ST KE 28.03 z 29.17 EXISTING CESSPOOL ".; ..`• 29.41 x TO REMAIN FOR 28s3 n STORM WA TER DRAINAGE . SEWER-2 w �P 29.76X PROPOSED SEWER CONNECTION XISTING SEWER INV.=25.3± O x I29.75 OF Mqs O 7 i 25' 30.26 \ nn+ �M1•`,.+ �IRLl�Yf4FT I y LO 30:24, o PETER T. �, z ;, 30.33 : I MCENTEE 30y48:.:.`:...' 30.26 X 30.51 I o CIVIL `n U +30.33 No. 35109 SPIKE CISt :3o,ei: GRAVEL:; : - ed ?..°f. 'DR1VLWAY' :,,.' �o:87 f`+�e1,97 31.38 ' +'30,60 \ x 30.66 S38*18'31"E UND \ 5186 32.77 '..... -- 32.51, 32 1 Z \ LA x 33.08 \ STAKE O N v 33.64 x 33.58 \ t0 O 226.11' \ GARAGE 33.11::...•1':. .:,; 33.45 N37'16'53"W STAKE OWNER OF RECORD TAYLOR, DAVID & ELIZABETH U FLOOD ZONE DESIGNATION 37 MORSE ROAD ZONE X-NON HAZARD PARCEL ID: 141 -1 08 NEWTON, MA 02460 Engineering by: SCALE DRAWN JOB. NO. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. 1"=30' P•T•M• 285-20 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No. 75 EAST BAY ROAD OSTERVILLE MA (508) 477-5313 11/10/20 P.T.M. 1 of 2 Prepared for: David Taylor, 75 East Bay Road, Osterville, MA 02655 t �4 NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=17.50 SEPTIC TANK PROPOSED 'D-BOX FOR A DISTANCE OF 15' FROM THE EDGE INSTALL H-20 RISERS & COVERS OVER INLET INSTALL H-20 RISER & COVER OF THE PROPOSED S.A.S. & OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE PROPOSED S.A.S. FF EL.=30.1 f NOTE: HEAVY DUTY SECURED METAL FRAMES & COVERS MAY BE INSTALL H-20 RISER & COVER OVER ONE CHAMBER AND SUBSTITUTED FOR ACCESS OVER. ONE OR MORE RISERS. SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=24.Ot(SEWER-1) F.G.- EL.=22.0f F.G. EL.=20.8f F.G. EL.=20.2 to 21.1 f .=28.Ot(SEWER-2 T MAINTAIN 2% SLOPE OVER S.A.S. L1 = 17 L2 = 107) =, 7 L = 25' L = 23' max.) S=1% (MIN ® S=l% (MIN.) Q S-1% MIN 4"SCH40 PVC 4"SCH40 PVC (Mid.) 2" LAYER OF 1/8" TO 1/2" 4"SCH40 PVC DOUBLE WASHED STONE e aaa�aaa (OR APPROVED FILTER FABRIC) 14 2' EFF. aaMaaaa INV.=18.25 48" LIQUID DEPTH aaaaaam -3/4" TO 1-1/2" DOUBLE LEVEL ADD PROPOSED 4' 4.8' 4' WASHED STONE GAS BAFFLE INV.=17.00 _ INV.=16.83 INV.=18.00 EFFECTIVE WIDTH = 12.8' am dm" 3 OUTLETS INV.=16.50 PROPOSED SEPTIC TANK H-20 RATED 6-500 GALLON LEACHING CHAMBERS 2000 GALLON H-20 RATED SURROUNDED WITH STONE AS SHOWN SEWER-1: PROVIDE NEW OUTLET, INV.=24.90t H-20 RATED SEWER-2: CONNECT TO EXISTING OOUTLET, INV.=25.3f TOP CONC. ELEV.=17.6f NOTES: BREAKOUT ELEV.=17.00 xaaaB INV. ELEV.=16.50 eases 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE aaaaaaaa-3 aaaaaaaaaaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=14.50 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 6 x 8.5' 4' TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF-NATURALLY OCCURRING SEE S.A.S. SKETCH STABLE BASE OR OR SIX INCH AGGREGATE BASE, AS PERVIOUS MATERIAL SPECIFIED IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. 3) INSTALL INLET & OUTLET TEES AS REQUIRED. LEACHING SYSTEM SECTION BOTTOM OF TEST PIT, EL.=9.5 = 4).A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC, SYSTEM PROFILE SOIL LOG DATE: OCTOBER 16, 2020 (REF#TPT-20-215) SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT z x .T Q: /EX/STING ELEV. TP- 1 DEPTH ELEv. TP-2 DEPTH HOUSE&75) 21.0 A 0" 20.9 A 011 T.O.F.=26.8±, LOAMY SAND LOAMY SAND FF EL.=30.1't PORCH 20.2 10YR 4/2 20.2 '10YR 4/2 B 10" 8 9' LOAMY SAND LOAMY (SAND SCREEN PORCH 10YR 5/8 ' 10YR 5/8 18.3 32" 1&3 31" SCR. C PCH ----- PE RC �- Co- - - - - - ti� A 4� MED. SAND MED. SAND j��� +..+ _6'• �.+++ 2.5Y 7/4 2.5Y 7/4 ° 26 9.5 138" 9.4 138" M+ PERC RATE <2 MIN/IN. "C" HORIZON S.A.S. LAYOUT NO GROUNDWATER ENCOUNTERED 51.6' GENERAL NOTES: a,l �- BOTTOM AREA=755.2 SF PERIMETER-1'43.6' 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL cn) ____ ��' BOARD OF HEALTH AND THE DESIGN ENGINEER. • - SIDEWALL AREA=287.2 SF . �.��f�"' 26.0' . c�+1 J 2. ALL' WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 12.8' " 't 12.8' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE S.A.S. SKETCH E LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR DESIGN CRITERIA TO INSPECTION AND APPROVAL 'BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. NUMBER' OF BEDROOMS: 7 t 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ENGINEER BEFORE L CONSTRUCTION CONTINUES. DESIGN PERCOLATION RATE: <2 MIN/IN 5. ALL ELEVATIONS BASED ON BARNSTABLE G.I.S. DATUM.. DAILY FLOW: 770 GPD 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF DESIGN FLOW: 770 GPD HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. GARBAGE GRINDER: NO-not allowed with design 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. LEACHING AREA REQUIRED: (770 GPD) =. 594.6 SF + 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. .74 GPD/SF 9. ALL AREAS CLEARED`FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON LBY OWNER AND CONTRACTOR OR AS OTHERWISE PROPOSED SEPTIC TANK: 2000 GALLON CAPACITY (H-20) DIRECTED BY THE APPROVING AUTHORITIES. PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY USE 6-500 GALLON LEACHING CHAMBERS IN. SERIES THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES CONSTRUCTION. r 1z1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS SIDEWALL AREA............................................. .......:.755.2 S.F. IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND """""' REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). BOTTOM AREA:....................................... •' ... 287.2 S.F. ' """ ' 12. AREAS REQUIRING.STRIPOUT OF UNSUITABLE MATERIALS SHALL BE TOTAL AREA:............................................................... 1042.4 S.F. INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL DESIGN FLOW PROVIDED: 0.74, GPD/SF(1042.4 SF) = 771.4 GPD 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. Engineering by: SCALE DRAWN JOB. No. PROPOSED SEPTIC SYSTEM UPGRADE PLAN Engineering Works, Inc. N.T.S. P.T.M. 285-20 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. 75 EAST BAY ROAD OSTERVI LLE MA (508) 477-5313 11/10/20 P.T.M. 2 of 2 Prepared for: David Taylor, 75 East Bay Road, Osterville, MA 02655