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Home My WebLink About0558 CRAIGVILLE BEACH ROAD BLDG A UNIT 2 - Health 55 W c(-a 1 i TNElO�.* The Town of Barnstable TADL Health Department ' �°gMM& 367 Main Street, Hyannis, MA 02601 � rua a Op 1679• •Fp NIN k• Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health March 5, 1992 NOTE FOR THE FILE The Health Department received a complaint from James Hughes, a tenant of 558 Craigville Beach Road, who claims the Disposal Works Installer, Rodger Roberts, installed a water supply line through the holes of a leaching galley after the Health Inspector and Designing Engineer had already left. Several days later, on March 5, 1992, Thomas McKean telephoned the Designing Engineer, Stephen Wilson, and set up a meeting to be held that day at 2 :00 P.M.. At 2:06 P.M. , Stephen Wilson arrived. The following persons also attended the meeting: Health Inspectors Jerome Dunning, Edward Barry, Donna Miorandi and the Director, Thomas McKean. Both Stephen Wilson and the Health Inspector Edward Barry stated they did not observe any water line pipes during their inspections of the system. Also, the system was redesigned to ensure the septic system would not be installed near the water supply pipes. Thomas McKean also questioned the stone measurement discrepancies. Health Inspector Edward Barry stated he only observed 30" of stone around the system. Stephen Wilson, who designed the system for 48" of stone, stated he felt the amount of stone installed was sufficient. The system was overdesigned on the plan anyhow. On March 5, 1992, at approximately 10:30 P.M. , Thomas McKean spoke to Rodger Roberts. Mr. Roberts stated he did not place any water pipe through the leaching galley of the septic system. He further stated he placed the water pipe at the end of the system on top of stone. 3414E>�., The Town of Barnstable naa»TAeL ! Health Department 367 Main Street, Hyannis, MA 02601 Office 508-790-6265 Thomas A. McKean FAX 508-775-3344 Director of Public Health March 5, 1992 I NOTE FOR THE FILE The Health Department received a complaint from James Hughes, a tenant of 558 Craigville Beach Road, who claims the Disposal Works Installer, Rodger Roberts, installed a water supply line through the holes of a leaching galley after the Health Inspector and Designing Engineer had already left. Several days later, on March 5, 1992, Thomas McKean telephoned the Designing P g g Engineer, Stephen Wilson and set up a meeting to be held that day at 2:00 P.M. At 2:06 P.M. , Stephen Wilson arrived. The following persons also attended the meeting: Health Inspectors Jerome Dunning, Edward Barry, Donna Miorandi and the Director, Thomas McKean. Both Stephen Wilson and the Health Inspector Edward Barry stated they did not observe any water line pipes during their inspections of the system. Also, the system was redesigned to ensure the septic system would not be installed near the water supply pipes. Thomas McKean also questioned the stone measurement discrepancies. Health Inspector Edward Barry stated he only observed 30" of stone around the system. Stephen Wilson, who designed the system for 48" of stone, stated he felt the amount of stone installed was sufficient. The system was overdesigned on the plan anyhow. On March 5, 1992, at approximately 10:30 P.M. , Thomas McKean spoke to Rodger Roberts. Mr. Roberts stated he did not place any water pipe through the leaching galley of the septic system. He further her stated he placed the water pipe i e at the system end of the s y m on top of stone. t March 5, 1992 NOTE FOR THE FILE The Health Department received a complaint from James Hughes, a tenant of 558 Craigville Beach Road, who claims the Disposal Works Installer, Rodger Roberts, installed a water supply line through the holes of a leaching galley after the • Health Inspector and Designing Engineer had already left. .Several days later, on March 5, 1992, Thomas McKean telephoned the Designing Engineer, Stephen Wilson, and set up a meeting to be held that day at 2:00 P.M. At 2 :06 P.M. , Stephen Wilson arrived. The following persons also attended the meeting: Health Inspectors Jerome Dunning, Edward Barry, Donna Miorandi and the Director, Thomas McKean. Both Stephen Wilson and the Health Inspector Edward Barry stated they did not observe any water line pipes during their inspections of the system. Also, the system was redesigned to ensure the septic system would not be installed near the water supply pipes. Thomas McKean also questioned the stone measurement discrepancies. Health Inspector Edward Barry stated he only observed 30" of stone around the system. Stephen Wilson, who designed the system for 48" of stone, stated he felt the amount of stone installed was sufficient. The system was overdesigned on the plan anyhow. On March 5, 1992, at approximately 10:30 P.M. , Thomas McKean spoke to Rodger Roberts. Mr. Roberts stated he did not place any water pipe through the leaching galley of the septic system. He further stated he placed the water pipe at the end of the system on top of stone. March 5, 1992 NOTE FOR THE FILE The Health Department received a complaint from James Hughes, a tenant of 558 Craigville Beach Road, who claims the Disposal Works Installer, Rodger Roberts, installed a water supply line through the holes of a leaching galley after the Health Inspector and Designing Engineer had already left. Several days later, on March 5, 1992, Thomas McKean telephoned the Designing Engineer, Stephen Wilson, and set up a meeting to be held that day at 2:00 P.M. At 2:06 P.M. , Stephen Wilson arrived. The following persons also attended the meeting: Health Inspectors Jerome Dunning, Edward Barry, Donna Miorandi and the Director, Thomas McKean. Both Stephen Wilson and the Health Inspector Edward Barryo, stated they did not observe any water line pipes their inspections of the system. Also, the s em was redesigned to ensure - the septic syst would not be installed near the water supply pipes. - homas McKean also questioned the stone measurement discrepancies. Health Inspector. Edward Barry stated he only observed 30" of stone around the system. Stephen Wilson, who designed the system for 48" of stone, stated he felt the amount of stone installed was sufficient. The system was overdesigned on the plan anyhow. o On March 5, 1992, at approximately 10:30 P.M. , Thomas McKean spoke to Rodger Roberts. Mr. Roberts stated he did not place any water pipe through the leaching galley of the septic system. He further stated he placed the water pipe at the end of the system on top of stone. LEVY, ELDREDGE & WAGNER ASSOCIATES, INC. ENGINEERS-LANDSCAPE ARCHITECTS-PLANNERS LAND SURVEYORS 889 WEST MAIN STREET CENTERVILLE,MASSACHUSETTS 02632 (508)775-2244 April 10, 1991 Board of Health P.O. Box 534 Hyannis, MA 02601 Re: Septic System Repair (#91-8) 558 Craigville Beach Road West Hyannisport Members of the Board: This letter is to inform you the above noted septic system was constructed in substantial accordance with the approved plans. The following field changes were made by the contractor and approved by the designing engineer. 1. The system was moved farther away from Craigville Beach Rd. to avoid an existing water service. 2 . No riser was placed on the distribution box. 3 . There is a constant pipe slope from the distribution box to the leaching galleys. If you have any questions or comments please do not hesitate to contact this office. Ver truly y yours, LEVY., ELDR,EDGE & WAGNER ASSOCIATES, INC. Stephen A. Wilson, P.E. SAW/mlw 1551cn cc: R. Roberts, Cape Land Const. A. Collette, Sentry Bank 88 WAVERLY STREET FRAMINGHAM,MASSACHUSETTS 01701 April 10, 1991 SUBJECT: Inspection of a installed septic system by Capeland LOCATION: 558 Craigville Beach Rd,Centerville.T,ltle held by Sentry Bank TIME: 3;30 pm April 10, 1991 ENGINEER: Steve Wilson of Levy,Eldredge and Wagner Associates 889 ',^Jest Main St. ,Centerville,MA. I inspected the installed system,2000 gal septic tank, 'D''box and four(4) galleys.I noted the following: ��,,//�� 1 . System not located. as shown on plan ll`� 2. Line out of 'D' box not level for two feet as shown on plan:^ 3. No riser on 'D' box as shown on plan: 4- Stone around galleys was measued as 30 inches on the ends, left side as 36 inches and right side as 32 inches.The plan indicated stone as being 48 inches all around the galleys. As .I was inspecting the system,Steve Wilson arrived at the site.I conferred with Steve about the above discrepenc*es and the response was: 1 . We had to move the system because of the water line. 2. Havingthe line out of the 'D' box level is not necessary. 3. Having the riser for the 'D' box is not necessary. 4. The inches -of stone arouddthe galleys is OK. s Ed Barry NOTE; The plan showed two feet of stone underneath the galleys. This was not visible when I arrived because the galleys were already in place. L L 20 MINIMUM OR AS INDICATED ON PLAN ■ : CENTERVILLE _-- 10 MIN. _ Cost on 0 _ 2 Iron H-2 -- Frame and Cover _ Masron extension 2 _ ON rY - OP OF FOUNDATION T _ 18' to 1 2 below rode ., 9i' — MIN f ., — P Ground le vel — ♦ SC}L-40 PVC PIP E ri r 8 _ 3 1 4 ►ata (PITCH 1 .PER FT 9 M extension to/ Masonry rr ., 5 a v E \ W, 2 bolo . rode 1 9 NOTES: e ' r fz. "'a -o Mason axtan /sfon LL / s r 7 '-' odor all Joints M _ c s . , o yr W t 12" f»Io d� Y Lb 1 8 4 oshed Stone s 1 4 .� s� � u ilk , r- l f u 0 , a e w NE r OF E P ER FT FLOW u V N CONS TR U CTI ON TH , s 1. THIS PLAN OR DES IGN AND o \ t 1 TEE ONLY . N v GE DI SPOSAL AL"FACI FACILITY , � WA t s.SE � o q r �N. �� _ \ 5 m M 2 0 . \ 5.$ o �P RIA S SH ALL L v> / AND MA TE L S A 2 MIN" -METHO DS _ _ _ Leach ALL CONSTRUCTION .— LEVEL N 2. A / + o �. Locus 5 AN D Galley' TT E _. .E. IL S DE TO MASS. _ ,� CO NFORM D.E.Q.E. \ r. ,_ nr 1 - I$`_ MI N. N •y� Rd. 1 / i \ \ 11 S. uw e REGULATIONS. u4 RE u� �, HE ALTH � L BOA RD 'OF B STAB E BAR k d N 1 e DI TRI8UT10N - _a-o a--o _ Vl l VJ S Q r �LEVEL 5 r 9/ q I C,2 s rn e i W eo x \ F /� S U L. o ' 8 V ' A o PVC EQ UAL. � Dunes Dr. 3, ALL PI PES SHALL BE SCHEDULE Q � un s 1 5 1 / U N 3 4 � � 2 1 .. /. / D UTILITIES WER E C OMPILED 4. ' UNDER GROUND \ \ 3 � Washed one w .a Stone _ LOCATION MAP o / L o C APJK n / GALLON SEPTIC T PLANS OF L L ,V BL E RECORDED .�� A AILAr £ ,�,FROM - / � !� ' 46 2 5 is ASSESSORS MA P 3 PUBLIC AGENCIES AND 'PURL PARCEL UTILITY COMPANIES U T{ , rn � A4FOR LEACHING FACILITY DETAIL Y: BEFORE � L ONLY. B rn E APPROXIMATE 0 N D AR ! co 0.3 1 0 c N NOS ALE "DIG OW OW' NE CONSTRUCTION CALL' D D DEPTH IN SEPTIC TANK -DEPTH of OUTLET TEE t3EL FL U t O S \ U C N TR WI AND -�DESIGN N - - - ABUT TH - TING 484 AND E 322 4 G F 800 EXISTING SAE 1 - : 4 INCHES\ 4 FEET 1 '`Bottom o test hole t f cG7 5" 8 -P T. —STORY WATER DE 1 S CENTER VI LL E OSTERVILLE s FEET _1s INCHES BLDG. 3 w v 2 or USGS probable high water level � ; f 6 24 INCHES P _9 428 6691 1 1 FEET 508 G. 1 ` BLD r o e ca a v1 t s d 1. ch1 � �a k 1 rr- 1 r�' r R � r 1 � Y'O V W A�1 C.rr � T } BE PUMPED _I-PED P00 S WHE N FOU ND, AR E TO 1 G CESSPOOLS,THE EXISTING . ct 5. , !C.G. N � $ t"1 fw3 C z✓ � Ci c! t'o 1 c..l� be 1-}i c e. a `� S 1 � WI SAND. : , TH DRY AND FILLED M _ T _ 23 2 N ' I .O.F.. SE WAGE DISPOSAL SYSTEM .PROFILE 7 B BR OUGHT T 0 7 E �T5 SHALL UNI �r V TO SANITARY • LL CO ERS _3 6 A n 7 NOT TO SCALE : WITHIN 1 2 OF FINI SHED GRADE E WI N _ TO. GRADE -. 1 COVERS 0 BRING2 7 ALL M ASONRY UNI TS USED T2 SHAL LMORTARED IN PLACE. -- 5_ -_ 7 9 7 WITH DEED c , T RMINATI ON HAS BEEN MA DE AS TO COMPL IANCE TH ; a, 8. NODEE o ; '"SHALL R- ZONIN G REGULAT IONS. OWNER/APPLICANT RESTR C RESTRICTIONS 0 Z AUTHORITY. W _APPROP RIATE A _ FROM THE AP PRO � FR EV. .. ' INV. EL SUCH DETERMINATION OBT AIN _ i r I 19.7 r V REC)G c` SE E LEVY, ELD E CONTROL, AN D VERTICAL. , o ONTAL -21 9. HORIZONTAL C I : DESIGN CAL ULATIONS , 1 D S C N , 1 277 c x /NOTEBOOK _ WAGNER FIELD- NOT _—___ n N , o c' s a , � r u .+7 ��- NUMBER OF BEDROOMS \ U _ EXISTING .� 1 A v i r G S .cz 1— STORY DISPOSAL NIT N o : i T 1 STOR GARBAGE DIS 0 U r � Y 6 , 7 .Z 1 ME TER INV. </ FLOW _t Ld BLDG `TOTAL ESTIMATED L . o ELEV / r -ti AY X R. GZ DAY GAL R. D B AL. 19.3 l B l TIC TANK CAPACITY GAL. REQUIRED SEPTIC A j E Q v N GAL. I ACTUAL L SIZE OF SEPTIC.. TANK_ A T A Z l ACHING' AREA REQUIREMENTS 5 r LE P !1 1 2. F. PD. .F. S I[)EWALL AREA GPC S. BOTTOM AREA G S 1 rn / . _ T.O.F._ d C- _ rn 4 S 2... r P F.. _ I W 2 x G D S SIDE WALL Z ,.. 2 GAL DAY - 2 . 3 - 22 a _ *� v�i t x - x GPD F t 2 t S q GAL'` DAY z� TOM // BOT- �88 _ �-� /.D - _ _ 20 f - 21 - _ D Y I , SF c' 33 AL A �d 6 / t N _ 1 17 ,vur_ b 1 R c U>u 4 8 r b 6 r 9 1 c N s ' .Jr y DIRT ` C)u 1 4 64 c 1 T DRIVE 0 DRI l 6 . N 1 1 8 � , r • d WIDE _ 10 wo G X ..: , l , 1 c- .lr CO G I E r <- S r 01 T� T N SOIL r R G`J , 10 «,P LAT . 9 . E AR _ d t D E v I 1 r C'7r9 DATE OF `SOIL TEST S c. a•,k r l < r 1 /�.1 a K .�. a,a, T BY 1 N V. E LEV. 2 TES T r 1 0 1 „,...:. ".M n.. Y , 1 7.0 ,, ` WITNESSED _B ... / ,.. -.a t_ t 7 1 o _ r 19' _ 2 uv I: � 41 � . , Z _ PERCOLATION `RATE � MIN. INCH E � 1 E W EXISTING NG N _ — _ LEGEND : 1 L EN I rn 1 STORY co D„c t B a x BLDG 1 I / ,_ 0 ELEVATION M EXISTING SPOT EL AT 00 0 OR Y •-� X 1 ST _ TEST PIT 1 _ V E i - EX ISTING CONTOUR 00 BLDG. IN V. V IN ELEVATION 0.'l FINAL SPOT ELE A 0 0 ELE .13 LE V. _ , 3 I 20 E Q, GA S T.OF 2 , _ FN T_ I AL GON OUR R/ - F 0.00 METE _ 17 .3 Y- w - — PIT LOCATION SOIL.-TEST L\ _ a f TI T so/ t' _ P r ': f - _ S bso. x _ a_-. W W 4 TOWN TER T W WA N 1 4 ,.. N 11 - i aun- SEPTICo 0 r'v rs -Q � TANK �i..; h �:..., i G e �.� ti T.0.F. Y DISTRIBUTION BOXCo ❑ 0 6 6 DOUBLE ?- 1 D 0 r�._. 3 20. _ / r o � r� PRIMAR A ING PI�� Y LE CH T a d , CEDAR ; C� , i n , G ^ z V R RESER E LEACHING PIT- fl , O T c_ 1 0 _a �_ u r� � o C EXISTING CESSPOOLS s 17 1,,Tu o k. G , 3 MP WATER SHUT-OFF ;- � LA ATE _ J 6Z --- _ .- - t. _, we POST _ n WATER GATE a _ `: R _ 18 2 2 . _ /' F 0 TTO O TEST HOLE_ BO M I o , --- �. GAS V_ �" VALVE — I F e .� R r\ o c GAS 1 9 ao EDGE o N G E E 0 METER 1 F A S , ASPHALT P ASP T H A L o KING T , , , `PAR I _ AR EA ,. 1 - _0T ,35 L Q , ASSESSORS, i BE NCHMARK l : I 6 s ft. co 191 5 p LEV. q K E :r\ , 17 8 4 -NGVD N r ' ADDED I 1 DDE NOTES 1 7 9 2 EL K K c _ A .. 1 _ 4 / _ 5 _ INITIAL ISSUE C- .. AL I F' -S _ 1 1 3 91 I _ _ I Q 9 n _ > ( Q 3 - G E _ N0 - DATE DESCRIPTION A E s I BY I I SEP 'IC SYSTEM REPA IR _ c A _ S _ f_- 558 CRAIG L B_ VI LE BEACH RO AD A_ R D _ I 18 _ WEST, HYANNISFORT MA SS. CRAFOR I V ; EDGE G SENTRY BANK I E 0 T F ASPHALT P H A L ,T LE , CII JOB N _551 1 �SGA E 0 551 0 ,L 1 1 s a "fa ROAD r r. , 4 0 , STE PHEN WI o D 0 1 0 3 E 20 LY ,L N _ BOARD OF HEALTH APPROVED: B L H .. I OMEN VVF ca L50N n No.3 21 L. i y /. yN A q L7 ran ry u DATE AGEN `,,., WAGNER SO LEVY ELDREDGE & A ER ASSOCIATES -INC. ---�- , ED GE G E 0 ; F _A S P H A ', L T ENGIN�F,RS LANDSCAPE ARCHPfEC1'S PI�fNNBRS LAND SUR 0 �' 8 VEY RS _ PERMIT 1 889 ST M E WE AIN SIRE T CENTER VILI,E �A 02632 2 y S 2 I