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HomeMy WebLinkAbout0277 OAKLAND ROAD - Health (2) L77 GAI,dnd.Road Hyannis A= 271-089 TOWN OF BARNSTABLE LOCATION. /77 SEWAGE VILLAGE l. b'�,�.. ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO: /�vily�r G-��.i�,re,/✓ y�P'-$"q� SEPTIC TANK CAPACITY - /, oce, Cr2 f LEACHING FACILITY:(type) vd c fr 5/ 2:;704,44,� (size) //.T ye-.A V ,G 7 NO.OF BEDROOMS OWNER PERMIT DATE: ®/c COMPLIANCE DATE'. U Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility /r Feet Private Water Supply Well and Leaching Facility(If any wells exist on , T �� 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 �` ,. .� �----�-- �_ u �Q � �� �,,. A � J a � � C J � A � � � w _ � c �_ f No. Fee THE COMMONWE F MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftpliLation for Vspo8al 6pstem Construttiun Vermit Application for a Permit to Construct( ) Repair(`Upgrade( ) Abandon( ) ❑Complete System kndividual Components Location Ad rgsor Lot No. Z`17 ©�� �'� f Owner's Name,Address,and Tel.No. Assessor's MapAParcel / Installer's Name,Address,and Tel.No. Designer's Name,Address,and fel.No. Ceee/"t_ -7-71 �27?f a�mll C­-17e- Type of Building:Dwelling No.of Bedrooms 13 Lot Size ,,3!7 4cle5•sue• Garbage Grinderk_4�1 r Other Type of Building L�7� �` /1GL� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.requi ed) 430 gpd Design flow provided v gpd Plan Date 4t; _a/ Number of sheets ®Revision Date 7 Q Title ©e Size of Septic Tank `&'WO C,,t�l��i /�`f>' Type of S.A.S. 2 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Certificate of Compliance has been issued by this Board of H lth. Signed Date 713,0112--5 Application Approved by Date 7 —3 0 —f y Application Disapproved by Date for the following reasons Permit No. 1;?01 O— 2 X(o Date Issued 77 — d go to — No. Fee THE COMMONWEALTH" W MASSACHUSETTS Entered in computeff t PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS, Yes Application for bisppsal �6pst Construction permit A rm i Application for a Permit to Construct Repair(V�Upgrade( ) Abandon( El Complete System [Individual Components Location Address or Lot No. 2 77 aa4 Owner's Name,Address,and Tel.No. Assessor's -71 0,547 - , ssessor-s MapAParcel X"e/1-7 /*/�4,? - w1al Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. &Iyr/tV; cle)1115�1-_ 77/,�;�P 4�wlq 16w,71 -i/ Type of Building: Dwelling No.of Bedrooms 3 Lot Size Garbage Grinder Other Type ol'Building No.of Persons Showers( Cafeteria Other Fixtures Design Flow(min.required) . 5 3( gpd Design flow provided 57- gpd Plan Date /W/49 Number of sheets J.- 9 ! ,Revision Date -e I,/ - Title 5;1 12/aw /,;p l,? 77 I --_Size of Septic Tank _IeVa eX Type of S.A.S. 2 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Certificate of Compliance has been issued by this Board of H[p4lth. Signed Date Application Approved by Date 7- '510 t 0 Application Disapproved by Date for the following reasons Permit No. �01 0 ( Date Issued 0 - - --- ---------------------------------------------*-------------------------------- -------------- ------------ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaired(V11*' Upgraded Abandoned( )by A/,7/- ///.-, at 7, 7 7 4o xi�&AW el. Z��w_/L5 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0 dated Installer % Designer bedrooms Approved d ig fl 3 gpd The issuance cjf thi permit shall not be construed as a guarantee that the system *11 fu ti,n as des2lined. Date V1 Inspector K—. -- - ----------------------------------------------*--------------------------------------�­------------ ------ --------- No. go 10 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Bisposal 6te Construction permit Permission is hereby granted to Construct repair Upgra e Abandon System located at �,y As, and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 — Approved by L S 0 FROM :down cape engineering inc FAX NQ 83629880 Aug. 11 2010 10:54AM P1 �� /3,S- M-ArT111, (3f Thmv,as F. G'ceik r z Director I R MASS. Publk, Tleallh Division Thamm McKean, Diredor 0fficc: sole%62,4644 r, 502--'790 6.304 Date- sewage PCTMRW�0/0- A,,isvmDr-'5 JA@p\Nr(,,0. Designer: In"'tailquir; ilzl�lplx, Address: �c31 Hq-I A&IT-cm- 06-4pvo LA w# Or X4 04 P mr was issu.od a pen-nit to.install a septic systeiu at, r77 6-4- based cma design di-awn by (address) (J)a Y.\4 ell ------0,1AA, fc-,J'�fdated `,j /t 91-0/0 ---------- -- (c csi, C1') 1' Gerti-F7 that the septic. system referenced above was instaHocisubstaa.6911y accordiilg t.0 -WhiCh 111ay MCILIde minor approved changes smUll )fthe distributioll box aml/or septic tarih. I OurfllY [bat I he septic SyStOm re-f'ei7e:t3jPe(1 above 'Nas b1staRad With 11.1ai.or (i.e. gieuter than 1(), lateral rclocatum of dic SAS oi.-any of Lilly Q01.upollont 0f1110 septic :,,p3tc.-jn) hilt in accordance wifli ;Male a Celtafie'das-bUilt by deSigTlff to f - 11 Rcgtlj�jholl,". :Flan f(-.vV,,1()l1 inOU4)W'. tA OF DANALA OJALA CIVIL. No.46502 T v- e NAL it) (Affix Desigj.).,,tv's Stany'Hel-e) TO RJUR-TITS, AH.L.1K PUBUC DIVISH)IS, "IYULDA-I'TCE "N' L NCYr -13E TSFiTMID 'UNTIT, JR01Uk TIT IS EQT_�T"-. AND AS-BklILT ]R-rllc;Lelv,Ltlu.4y''c"..E..BARNSTART,T,T'TlD L'.I(U.liF,AT,'j'.'U'.1.)][V1121(.)N. THANK YO Foam 3.,26-04.6)c Town of Barnstabk >E l IDepartmcnt of Regulatory Services Date Public Health Division + DARNETADt.E, n • � RMLAB& 200 Main Street,Hyanuis NIA 02601 t6y9- y� s '�Psn p,lF'1 P Date Scheduled Z3 �a Tihie _ Fee Pd. ADD. ov Soil Suitability A ss'essrizent f or Sewage )r�S Stab Pcrfonne,d By: _ — Witnessed By: O-A tl) d .- r. ILO CATION ark GENE RAL IN74 ORNfATION Location Address 77 O dl�,l�h� D n . Owner's Nante / d( l C(X Address Assessor's Map/Parcel;"� �/ / Engineer's Name K ` �. NEW CONSTRUCT1011 REPAIR Telephone It. Land Use _ � Stapes(110) kdo- z�11. ..Surface Stones 1F i Distances from: Open Water Body y S� R Possible Wet.Arep ft Drinking Water Well ft Drainage Way ft Property Line ft Other I`t S +'7C'CIH., (Street came,dimensions of lot,exact locations of lest holes 8c perc tests,locate wetlands'in pro)[inuty to holes) /pG Parent material(geologic Depth tp Beclroels U Depth to Groundwatcr. Standing Water In Hole: �3 Z Weeplhg Il'om hit Put:e Estimated Seasonal High Groundwater DE TERMINATION FOR SEASONAL 111011 WATER TABLE lYlcdaocl Used: Depthlh Observed::;landing in obs.hole: ` 2 `� ,Ina, Deptll{)5411 tllOttl.53; N ^. III, Depth to weeping from side of obs.hole y , Ill. Ortlulldwater Adjuslmeilt e, Index Well IF j Reading Date: Q_ Index Well level —' '_—� AdJ,f'lctor _ A41.t7rtpunclwuter Levta PE RCOLAT ION TES"JC DaN� 71,�1a FDepthof \ ��-_ - I Tittle ill 9 _ c T]me at 6" Start Pre-soak Time @ _ Time(9"-6") End Pr,-soak Rate Min./Inch Site Suitability Assessment; Site 1'a55ed_ Si(q,Failed: Additional Testing Needed(Y/1\1) _ Original: Public Health Division Observation Hole Data To Be Coinpleted on Back----------- ***If percolaatiou test.is to be conducted }within 100' of wetland, you must)firslt Uotify ffic. BarnstablC Conseirvatloll I)avlS)orl at least one (I) weel6 prior to beginning. QASCPTIC\PCIKCr-ORM.DOC 1D>1EIC]Ib.O1[�SE,R�T1�.7L'ION,lFg®)C' Depth from Soil Horizon E� Hole .# `•.,r Surface(in.) Sail Texture 5dil Color (USDA), Soil• Olher (Munsell ) : Mottling (Structure,Stones;II�ulders, Con isle c a ravel �. lo • - !e �� I1�IE]EP Depth from Horizon i��VA�',ONHO LE ILOG Hole # Soil 1{orizon Soil Texture Surface(in.) Sell Color '--- (USDA Soil ) (Mansell) Motflin Oilier `( I' (Struclure,Stones,Boulders. Consi e c %C nvel Y »IEIEIP OBSIERVVATION 110 LOGDepth from �[�[®]�#E Surface(in.) Soil Horizon Soil Texttre Soil Color (USDA) Soil Other (Munsell) Mottling (Structure,Stones,Boulders. _ cons is tru o sistru `Pa Or,velt ------------- ------------ ]DIIElEP OBS1ER VATION IO LIE ILOG Depth from Soil Horizon Hole S # Ir-race(in.) Soil Texture Soii Color (USDA) Soil Other (Munsell) Mottling (Structure,Stones;Boulders, Condatency %OMYd _:� ------------ ---- lF➢ood Insurance Date Tyfaa: Ahove 500 year flood boundary No Yes Within 500 year boundary No Yes Within 100 year no0d boundary No Ye'5 ]�t➢u ova➢ly +�._cellr•➢ng Pe�yious MaLgi:[g9 Does at least four feet of naf irally occurring;pervious material exist in all dregs observed throughout the area proposed for the soil absorption system' If not, what is the depth of naturally occun-ing pervious mararia17 I certify that on ,� �h ' (date)I have passed the soil evaluator examination approved by the Department of Environmental.PrOtection'and that the above analyt;is,was performed by me consistent with the required training, expertise and experience described in CIO CMR 15.017. Signature �(Z�Date `0 Q:1S.EPTl0PERCF0RM.DOC SHALL SYSTEM PROFILE ALL MARKED�WITHCMAGNETICTTAPE ORBE NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE MIN. 20" DIAM. WATERTIGHT 1. DATUM IS APPROX. NGVD (BARN. GIS) a Route 28 ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING Locus \ TOP FOUND. EL. 51.8 WITHIN 3" OF FINISH GRADE 2% SLOPE REQUIRED OVER SYSTEM j 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. o MINIMUM .75' OF COVER OVER PRECAST 43.0 45.0 0 q, c 4. DESIGN LOADING FOR ALL PROPOSED PRECAST i o� PRECAST H-10 UNITS TO BE AASHO H-11 RISERS (TYP.) FILTER FABRIC COVER a o 2'0 4"OSCH40 PVC OVER UNITS MA PROP. TEE PIPES LEVEL 1ST 2' 5. PIPE JOINTS To BE DE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE EXISTING -� 42.0 10" 1000 GAL H-10 14" `hoo/ Q WITH 310 CMR 15.000 (TITLE 5.) TEE SEPTIC TANK TEE 43.3'*f o00000000000 41.67' 7. THIS PLAN IS,FOR PROPOSED WORK ONLY AND o�c GAS BAFFLE °go('o"°q NOT TO BE USED FOR LOT LINE STAKING OR ANY o; 0.67 OTHER PURPOSE. s Mitchells 41.87' 41.7 41.0 Uj 6" MIN. SUMP 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. o\9J��e g 12" MIN. INT. DIM. OVERALL DIMENSIONS To OUTSIDE OF UNITS: 24' X 11.3' 9. COMPONENTS NOT TO BE BACKFILLED OR Odd m m CONCEALED WITHOUT INSPECTION 8Y BOARD OF t Moin St. 51. 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) COMPACTION. 2 HEALTH AND PERMISSION OBTAINED FROM BOARD 15.221 Wes ( L l) 7 5' OF HEALTH. ( 8•9% SLOPE) ( 1 % SLOPE) 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAR CALLING DIGSAFE (1-888-344-7233) AND FOUNDATION EXIST. SEPTIC .TANK 16' D' BOX 5' LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE WORK. *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT USE ADJ. G-W AT EL. 33.5' ASSESSORS MAP 271 PARCEL 89 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE 11. ANY UNSUITABLE MATERIAL ENCOUNTERED PRIOR To INSTALLING ANY PORTION OF SEPTIC SYSTEM WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE (OR H-20 SHALL BE REMOVED 5' BENEATH AND AROUND THE SEPTIC TANK IF IT WILL BE SUBJECT TO VEHICLE LOADING). PROPOSED LEACHING FACILITY 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED. .61 LEGEND GROUNDWATER ADJUSTMENT DATA: �\S WELL: BORDER OF MIW 29 AND A1W 230 ZONE: C S� �X 55.42 1 99_ EXISTING CONTOUR ADJUSTMENT. 2' (MIW 29) 06 1 1 ' X 99•1 ' S' SYSTEM DESIGN: � o EXIST. SPOT ELEV. NOTE: A1W 230 DUNE DATA NOT AVAILABLE PER 99 PROPOSED CONTOUR CAPE COD COMMISSION (0 - 50 Sg SUPPORT/MOVE SHED AS REQUIRED DURING _ 49 \ s2 3 x 54.60 54 54.74 GARBAGE DISPOSER IS NOT ALLOWED [98•4] PROPOSED SPOT EL. EXCAVATION/INSTALLATION S7 A4.49 TH1 OF NEW SYSTEM 48 ; 53 GRAVEL DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 110 GPD \ 6 PARKING - TEST HOLE 47.01 ; x 4gg 2 Q / USE A 330 GPD DESIGN FLOW n \ 48.21 5 2% SHED EXIST. 1 4�0 GAL G W 9 SLOPE OF GROUND �G I 5. EPTIC TAN SEPTIC TANK: 330 GPD (2) = 660 C-Q-D �s UTILITY POLE 10 4) 50. 53.90 \ � RE-USE 1000 GAL. H-10 SEPTIC TANK** !, 1 6 1 IN DR EXIST. DWELL. s. x 53.79 FIRE,HYDRANT TOP _ ' -�ACHlivv. NOTE NOT ALL SYMBOLS MAY A i _ _ .. _. __ _ Sx'50.9 x 3.35 PPEAR AwLNG \ Q> 13 ELEV. 51.8'< x 53.65 4.72 SF/LF x 4' LENGTH = 18.88 SF PER STD. , PROVIDE APPROX. 56 OF 40 \ QUICK 4 UNIT MIL LINER AT 5' OFF SAS IN 44 x 53.51 TEST HOLE LOGS AREA SHOWN. TOP AT ELEV. DECK 5153.56 330 GPD/0.74 GPD/SF = 446 SF LEACHING 42.0', BOTTOM AT EL. 38.0' 43.41 C&NC; WALK 1 REQ'D ENGINEER TO INSPECT AND x 43.05 53.45 CERTIFY INSTALLATION OF \ S3 53.49 ENGINEER: DANIEL A. OJALA, PE, SE BARRIER 1N 2 �3 BENCHMARK: 51 446 SF/18.88 SF/UNIT = 23.6 UNITS DAVID W. STANTON, RS ` SLAB ELEV. 2 WITNESS: SLIDER 43. x .80 THEREFORE, USE GRAVELLESS SYSTEM OF (24) 6/25/10 Q STANDARD QUICK4 UNITS IN FIELD CONFIGURATION 0 7� N 52.62 DATE: Q OF 4 ROWS OF 6 UNITS PERC. RATE _ < 2 MIN/INCH 42.1 48 �q 0 981 x Q' 24 UNITS x 18.88 SF/UNIT = 453 SF> 446 SF CLASS I SOILS P# 2 ` , .14 7 Q (OK) w ^O�, �11.26 ELEV. ELEV. ' ' \ x 5 � / Ott 43.0' 0•, 4 42.5' \� Aog� V A A 9 4 .65 7. 2 X. LS LS x 40 49.43 , MA 10YR 3/2 10YR 3/2 I ' O APPROVED DATE BOARD OF HEALTH 6 6 44.1 3.91 1� 37 5 661 TITLE 5 SITE PLAN B B n x 42.35 'q 48.13 LS LS x 33.91 14 2 #4 ` � i �848300 OF 30" 10YR 5/6 40.5' 30" 10YR 5/6 40, . iS Z o \ /45.08 O '� 34.67 LOT 10 Uj 277 OAKLAND ROAD 0.37 AC. N HYANNIS 3.09 r C C ��p \ PREPARED FOR PERC M/cs M/cs 2 33.35 MART HA FINDLEY # \ JUNE 30, 2010 REV. JULY 19, 2010 (LL) 1OYR 7/4 1OYR 7/4 _ s.��� OF Mgss9 ���ZH of 1�yss off 508-362-4541 FOR ROAD DRAINAGE PE $ q I fax 508-362-9880 RESERVED FOR DANIRLA. DANIEL �yu;r downcape.com #1 33.36 PB 132 PG 85 10' WIDE OJALA A. - - U C °JAB' down cape engineering MC. r.�> , 02 � -� Na,40980� , 138 OBS G-W 17 31.5' 132" oes.c-w 17 31.5' � �� 1,� T x Scale: 1"= 20' �--7� � ineers s o AL ��\a ... `� su ' - .. /Q%!Qt surcivil veyors / _ ( ( J'' �� 939 Main Street ( R to 5A) 10- 135 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 10-135.DWG