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HomeMy WebLinkAbout0119 CEDAR STREET - Health 119 CEDAR STREET Hyannis A = 328 — 168 TOWN OF BARNSTABLE LOCATION SEWAGE 40 "S r, VILLAGE 414 C %4 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 1 C �Tloo-w)f.(— SEPTIC TANK CAPACITY Z 000 LEACHING FACILITY: (type) 1 (S&I 6-/VV (size) (01 NO.OF BEDROOMSD-P, 0 Ge— BUILDER OR OWNER PERMITDATE: �'Z.2-�-1�j COMPLIANCE DATE: Jam'211 " ,S 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 104 on site or winic et of leachin ' 'ty) Feet Edg�of Wetlanhi ci i (If any wetlands exist within 300 fung facili ) Feet Furnished by ra 1� ,� �� 0 PI �� ►.� �� a c� L6N.�113 Dl� Fee W THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitotlon for 30is 1o8Ar 6pstpm Construction 3pPrmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components Location Address or Lot No. 1 9 '� S ier's Name,Address,and Tel.No. f Assessor's Map/Parcel 1 �8 6 cwwyi Installer's N e Addre and Tel.No.5SA-39-0—" Designer's Name,Address,and Tel.No. Type of Building: �B�J1� 14 �c —TO- a - /G " ASS 6 D< A/' Dwelling No.of Bedrooms Lot Siz sq.ft. Garbage Grinder( ) Other Type of Building - e- No.o js,_' Showers( ) Cafeteria( Other Fixtures Design Flow(min.required) •P0 gpd Design flow provided 51.3 gpd CN 6/ Plan Date A64il, &, Zd/.S_ Number of sheets Revision Date (� Title Size of Septic Tank 24700 CAL Type of S.A.S. ,Sb© Ml- La CA C1,IQn*a— Z% Description of Soil i4l L.J6S I 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 Maltz,Signed 7 Date /0 XA L Application Approved by + Date 120%r Application Disapproved by Date for the following reasons Permit No. ,.2=0 � _�� Date Issued 6nt!t i.2pLr r � /0 N4/ No. I �..._. w Fee ' THE COMMONWEALTR OF.MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE, MASSACHUSETTS Application for MisPA r 6pstem Construction Permit ,77 Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 0 9 C�-v ST• O�w�ner's Name,Address,and Tel.No. Assessor's Map/Parcel Z,0 16 A Installer's Name,Address,and Tel.No.5W-9¢ Designer's Name,Address,and Tel.No. i /�icJ�aCA,S 7�1�✓i+��� ,Ae � I N ST twmpr 508 ,2k2 9541 T9pe of Building: .�1��f` �r 00 3S' fl' � Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) I Other Type of Building No.o onf) Showers( ) Cafeteria( t) Other Fixtures I Design Ff6w.(min.required) gpd Design flow provided J�/.3 gpd Plan Date ,AP01, 61, ZO/S Number of sheets / Revision Date r U a Title % ,��� Size of Septic Tank SaOO GA` Type of S.A.S. Q - 7,01 I Description of Soil XIS$ t �� `� �"�'•cis..... it Nature of Repairs or Alterations(Answer when applicable) J Date last inspected: i 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 ealth. Signet ®.''�° Date -0 _. :Application Approved.byA , :: ,� - Date Application Disapproved by 3 Date for the following reasons 1 ` i � I Permit No. 0 / / Date Issued ----- -- ---- --- ------- - _ _ - ------------------------- THE COMMONWEALTH OF MASSACHUSETTS i BARNSTABLE,MASSACHUSETTS Certificate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(11-11, Repaired( ) Upgraded( ) Abandoned( )by rV C�� ��n A r gr at A has been constructed in accordance r i with the provisions of Title 5 and the for Dispo al System Construction Permit No. G( - 7 dated D `��.. A o/r Installer Designer #b4)9 ns Approved design flog [ �)tl gpd The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date Inspector �fC/1� 1 ' -L (- • - No. -?dt,�-'.�11 -- _ _---- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction J)ermit Permission is hereby granted to Construct( ) ff Rep ) Upgrade( ) Abandon( ) S stem located at GJ t` air( IV Y i I 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 perm f r Date <b�/!f Approved by r 1/ !e I ClM C QG+C�(1/' � � (o G��7(O � G(j�^�GniA. ��J�1 �Grk Uv� i ., Thomas F. GeSeli,Director S. I ul�lie Heatt1 �i��b�m Thomas Mc eaiII,Director 200 Main Street,Hlyauzas,I 02601 00 ce' 508-962-4644 Fax: 508-790-6304 arns all��u &Desrgsem Cerfiffica-iion For Date- 6 � l� Sewage Permit# 2-4915 "I-5 Assessor's MaP\Parcel 3�l�g n f l�esi ero �U vJ v� (ht;F.y1 TLustalldere address: � / "lG./ �-- Address- On J 5 �11 �vCl>L— was issued a permit to install a (date) (installer) septic system-at � C C—D,4W&-5)-- l��'�^(N\5 based on a design drawn by (address) dated e e v_ (design I certify that the septic system.referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation. of Lie distribution box and/or septic tank. I cerfy that the septic system referenced above was installed with major changes (i.e. gceater than 10' lateral relocation of the SAS or any vertical relocation of arty component of the septic system)but in accordance with State & Local Regulations. plan revision or certir d as-vuilt by designer to follow. ,(b OF MAssq° DANIELA. yes OJALA a (Installer's Signat-ub) 0 CIVIL N No.46502 sO/ONAL E� (Designer's Signllduatuie) (Af fbx Deslmer's Sta=p I-T-ere) , RETURN TO BARNSTAB LE YO-MLIC HEALTH RAMS r4- CE�T.� + CA C� C G1v2- 1AYq .a+, NMI, NOT OT BE eNKTIM �-11M PO A �S FORM A-1° AS BUILT C�� ��� RECEI- 1{D By TEE BAR1gs AB LF,PUBLIC BE4 ALTH DIVISION. THANK YOU. O:iiealtb/5eptic/Desi goer Cerfiiicatiou Form 3-26-04-doe Town.of.Barnstable ' Depaz 5iment of RegWatory.Services ✓���� Public��aX�h�i�sa®z>t Date NAM , 079. 200 Main Streee,Hyannis MA 02601 r,�p true�' ._.��,�•`�'� � •!�'� .Date Seheduled J Tie (� tV© c1 f i Soil Suitability Assessment for e .his Performed,By:_DA'_'•i e ( Gan Sd I V'e Witnessed B Location Address cot. Owner's Name , I f}NT Address \/V Assessor's lYIap/Parcel: 3 7--6/10 e) Enginocr's Name Down pp�� &n' NEW CONSTRUCTION REPAIR � Telephone# 150o`3`V�i•'°T6� Land Use:Lol w'- Slopes(9b) G�- /� Surface Stones Distance's from: Open WaterBody �c ft Posslblc Wet.Area�C fk Drinking Water WeII>t�� ft Drainage Way � � ft Property Line (C ft Other ft. SIM,TCH.,(Strcetname,dimensions of lot,exact locations of test holes&pare tests,locate wetlands 3rn proximity to holes) -ri+ o, �= G�uc�a l h z© Parent material(geologic) ok Was Depth to 13edrgalt > - Depth-to Groundwater. StandingWatcrin Holm jV1," Weepingiiom FltPttee Estimated Seasonal High Groundwater N/i` — DETITERHUATION FOR SEASONAL EAGRWATER`FABLE Method Used: !J(5 W F Depth Observed standing in obs.hole In, Depth tb 5411 tztoWcs: Itt, Dc'th to wcepingfivm side of obs,hole: In, GroundwaterAd•Jusiment fr. JndexWell# RcadingDatc lndoxWclllcvol_..:_ Adj.tictdr,.,,,..•,_, Adj.GrouildwaterLevel_ PERCOLATION TEST Diae Time- Observation j Vole# Depth of Pero. `T ` Thne at G' t Start Pre-soak Time Q '�' __ Titre(9"-6") .�. End Pre-soak / Rate MindInch Sitc Suitability Assessment: Site Passed Sitp Riled: Additional Tes ring Needed CX/I`►) Original: Public Health Divisien Qbserration Hole Data To Be Completed on Back ***If pezcolataon test iS to be conducted withba 100' of wetland,you must-first notify the Barnstable Conse)rvatfon DITWou at least one(1)week prior to]begA ming. Qs1S)?PT WSRCPORM-D0C DEEP-013SERVA7LTION ICOL)g LOG- Jffole# Depth from Soil llarizon Soil Texture Sdil Color Soil• Ofhcr Surface(in.) (USDA} (Munsell) Mottling (Structarc,Stones,Boulders, - o i ten;y.9b'Gravall ' 3y 13z D=4 O-BS-IER'6�'AnON•ITO LL LO.G• 11®ye# �- Dcpthfrom SaiIAorizon Soil Texture Soil Color Soil, Other Surface Cu.)' (USDA) (IVM-CM Mottling (Sfrnctum,Stones,Boulders. onais R$ rave DM 013S +RVATYON'ROL E LOG 110100. Dapthfrom Soil Horizon Sall Texture Soil Color Soil Other• Surface(IQ (USDA) (Munscll) Mottling (Structure,Stones,Boulders. Co it o O o DEEP 013SM 4'A.TIONr ROLE]LOCx 390104 Depth from Sail Horizon Soil Texture Soil Color soil Other Surface(n.) (USDA) (Munseil) Mottling (Structura,Statics;Boulders. • Co si ten . ------------ 9 Flo oil Insvrance-Rate1Mat�:. Above 500 year Mood boundary No Yes Within 500 year boundary No V ' Yes - Within 100 year flood boundary Naz_-_ 'Yas ])epth of atc[raTly Occurring PerviousMrrter%al Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorptibn systeml Ye If not,what is the depth of fiatnrally occurring pervious matdriall Cei-�Eiftcation - I certify that on Ell 12 (dated I have passed the soil evaluator examination approved by the Department ofDnvironmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in�10 MR 15.017. } • Signature -� ��� ' Datb�d'� ( Q:WD3 l'IWBRCV0RM DOC ALL SYS SYSTEM PROFILE MARKED TAPESHALL BE NOTES EJ O COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALE) NAVD88 006` ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE �e �t TOP FOUND. EL. 31.9' 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING �o(�yt�oP�Qc oJ�r \ FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. t� 27.5' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM PRECAST H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST a RISERS (TYP.) UNITS TO BE AASHO H-10 Enginehouse 2'0 BLOCKS OR Rd a 4"OSCH40 PVC PRECAST RISERS MORTAR ALL H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. PIPES LEVEL 1ST 2' 1, COMPONENTS TEE �ENDS (NP') 7 SIDES 24 0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE10" �� Q '* po°oo 000 WITH 310 CMR 15.000 (TITLE 5.) � a Locus 25.1 24" o 0 24" TEE 23.86' ° o 0 o I��01� 0 I�I��I� Fri �I�I�-C) -1-J1�1�� 'o°o°o TEE o 0 0 `0 0 0 °°°o°o°o 00000000 � 00 000000000 � 'O°O°o° dar 00M0M0M0mm 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND A ,, g key 24.1 1 ° ° ° ° ° ° ° ° ° ° °°° °°° NOT TO BE USED FOR LOT LINE STAKING OR ANY a 0 0 0 ° ° o ° o°° 00000a0000a oaoaooaoao ° o ° 000°o°o°o°o �000000 ° O O O O O O O O O O O 7 0 0 0 0 0 0 0 0 0 �00000000 GAS BAFFLE ` GAS BAFFLE - "�^-^ ^ N �0000000o O�Op�ap 0�0 pQap 0000°000 OTHER PURPOSE. o 0 0 0 0 1346 GAL COMP. 628 GAL COMP. 23.58' 23.41 ' °o °oO O° 21 .17' °o 7.5' 3.5' 6" MIN. SUMP } 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Q .. .. 12" MIN. INT. DIM. I LH-10 500 GAL. LEACHIAG CHAMBERS BY ACME PRECAST OR EQUAL. 3 ° o•�o 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 o 0 0 L 9. COMPONENTS NOT TO BE BACKFILLED OR St c 3 4"-1-1 2" DOUBLE WASHED STONE (7) UNITS REQUIRED f 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 a o ° °,�°,�° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° ° .0.0. CONCEALED WITHOUT INSPECTION BY BOARD OF o 00000000000,�0�0,�00000°00000�000�0�0,�0,�000 , 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 61.5' X 6.83' HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. COMPACTION. (15.221 [21) (5.2 % SLOPE) ( 2 % SLOPE) ( 1 % SLOPE) an 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP FOUNDATION- 19' SEPTIC TANK 14' LEACHING VERIFYING THE LOCATION OF ALL UNDERGROUND & D' BOX 26' FACILITY OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE 15.6' BOTTOM TH-2 I WORK. NO GROUNDWATER FOUND ASSESSORS MAP 328 PARCEL 168 *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE SITE IS LOCATED WITHIN A ZONE II & UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM PROPOSED LEACHING FACILITY. A WELL PROTECTION OVERLAY DISTRICT 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN LEGEND SAND. NOTE: UNKNOWN LOCATION - 99-- EXISTING CONTOUR X 99•1 EXIST. SPOT ELEV. 21 90 -[99]- PROPOSED CONTOUR CED'4�' S7"RE,E [98.41 PROPOSED SPOT EL. "moo - 3�4 O --M- O.FL TH1 30 9.61 29.98 �30 - - - - - / TEST HOLE 108.78, -�29 -� 287� SYSTEM DESIGN: 2> SLOPE OF GROUND CQD UTILITY POLE O 30 90 EXISTING DOCTOR'S OFFICE WITH TWO DOCTORS FIRE HYDRANT �o 99.96 29.98 30 1 �� �O PROPOSED: 8 IHDCP R x -�' ' 2 DOCTORS © 250 GPD/DOCTOR = 500 GPD Y MP 3 .3I NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING LOT AREA USE A 500 GPD DESIGN FLOW 29.94 11,289f SF SEPTIC TANK: 500 GPD (2) = 1000 (FIRST COMPARTMENT) TEST HOLE LOGS 29.26 .66 500 GPD (1) = 500 (SECOND COMPARTMENT) 29.29 PAVED PARKING / 1000 + 500 = 1500 GAL. REQUIRED ENGINEER: DANIEL E. GONSALVES, SE #13587 00 I, EXIST. BUILDING 3� /2� ��8.67 USE A 2000 GAL. DUAL COMPARTMENT SEPTIC TANK TOP FNDN. EL. 31.9' LEACHING: WITNESS: DONNA MIORANDI, RS / DATE: 4/1/15 7 SIDES: 2 (61.5 + 6.83) 2 (.74) = 202 GPD �9 . 2 PERC. RATE _ < 2 MIN/INCH o / i INVERT OUT APPROX. 25.1't BOTTOM 61.5 x 6.83 (.74) = 311 GPD 2 71 (MEASURED AT CLEAN OUT) 2 .68 ��� x 27.68 TOTAL: 693 S.F. 513 GPD CLASS I SOILS P# 14653 29 - 9.10 ELEV. ELEV. USE (7) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) � 28 � WITH 1' STONE ALL AROUND 0" 26 7' 0" 26 6' 28 ■, 7. 7 7.30 27 BENCH MARK - CORNER OF TH1 CONC. BULKHEAD. ELEV. = 29.9' A A x 28.1 �27] x 26.70 NAVD '88 29.47 LS LS x 28. 0 O MA TH2 APPROVED DATE BOARD OF HEALTH ' 18" 10YR 4/2 18" 10YR 4/2 2g x TITLE 5 SITE PLAN x 26.34 B B 9 12� '1- LS LS \30 80' 7. 6 x 26.5 OF 34 23.9 36 23.6 10YR 5/6 10YR 5/6 x30.29�� - zT 119 CEDAR STREET 8 x 29.90 x 28.80 HYANNIS, MA x 30.01 2g � \2g PERC C C \ x 28.77 28.02 PREPARED FOR EXIST. 30.63 GEORGE DAVIS MS MS BLDG. DATE: APRIL 6, 2015 10YR 7/4 10YR 7/4 REV.: MAY 21, 2015 (TANK DIMENSION) tWBFMgSs9oy,, `�H OFMgsgc off 508-362-4541 s fax 508-362-9880 �a DANIELA. DANIEL yGs downcope.com o OJALA A �,No.IL OJAIA U) 90WO cope engineering, h7C. 132" 15.7' 132" 15.6 No.40980 0 oxF`�GIs e� G� o,r�g �or� civil engineers Scale: 1"= 20' NO GROUNDWATER ENCOUNTERED S/CNA EN qN „w �1 land surveyors 939 Main Street ( R to 6A) LICE # > 5-052 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L. YARMOUTHPORT MA 02675 15-052 DAVIS.DWG