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HomeMy WebLinkAbout1351 OLD POST ROAD (CT & MM) - Health 1351 Old Post Road Cotuit A= 057-029 I No. D V 7—I Fee ( VU THE COMMONWEALTF OF�ASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF..BARNSTABLE, MASSACHUSETTS Yes ftpliLAtion for Vspo8Af *p tem Construction permit Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /35J Did 11:14sf Owner's Name,Address,and Tel.No. Assessor's Map/Parcel *a S d-ornelivs ad�$�— i y��+ � �' 07 t014 aq o- ZZo Installex's,Name,Address,and Tel.No. esigner's Name,Address,and Tel.No. o�36 z �+oldff; (2Gr4T%,ek'an�l1C PO-( X r1Uy n 15 F CR( S0 • 27/- 7392 1119 Type of Building: Dwelling No.of Bedrooms �� Lot Size 0 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) rU gpd Design flow provided �j� gpd Plan Date A6"ag a01 ( Number of sheets Revision Date Title i*Y/ '-c° aW;ffs Size of Septic Tank .v,'-%1)"�g /pp®91—P Type of S.A.S. d — H Q k5M,%J0 � �X9$3 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and m ance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environme Co and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Healt Signed Date !/ Application Approved by Date Application Disapproved b Date for the following reasons Permit No. Z.o 1 I— 0 71 Date Issued 3 361 Fee ;a THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC'HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS' Yes r application for Voposal 6pstrm- Consirurtion permit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon,( ) RC)omplete System`. El Individual Components - i : Location Address or Lot No. /3S/ 016J Rs) Owner's Name,Address,and Tel.No. / Assessor's Map/Parcel 1 `' C©r/)-E!'u 5' -Q�'+�+r__ /S/b i_r ��/ - Oak, 04 �Ilnstalle((r'.sf'Name,Address,an Tel.No, rr77 Designer's Name,Address,and Tel.No. 014,01 i, CGrss+rUckc'n-In� t'•O (�oX'�U�/ 1 tiGxG�� Ca .Cr r'/)Et°�1 mom, i v a 2 Type of Building: v DwellingNo.of Bedrooms Lot Size p sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons ' Showers( ) Cafeteria( ) i Other Fixture$ Design Flow(min.required) , O gpd Design flow provided _? gpd Plan Date M4rc aQ jC]t I Number of sheets / Revision Date Title Size of Septic Tank r Type of S.A.S. a - y_ i� 5'i,q,fi o� ,,�c� ,3c)6 9-�3 Description of Soil a Nature of Repairs or Alterations(Answer when applicable) 9,-, r' 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'Codmnd not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. .,. Signed Date / Application Approved by _ `" Date V3 0f�/ / Application Disapproved by Date for the following reasons _ 1 I Permit No. ?,)// 0 Date Issued 3� / —:. :_ 7 7- :. _ . = ,- -----------•--- --------------- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS �.� Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Upgraded( ) Abandoned( )by c ,[' i at y IICA enS c nstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. p (-0-9 dated 3130 Z J rt Installer s e nQ�� S"oC a cis, Designer (),,uM l n, i,mac.'„n,ot-' #bedrooms J Approved design flow fA gpd The issuance of this pe it shall not be construed as a guarantee that the system will ctio aS designed, �) Date J In ector 10lp// 1 (C P No.20 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ]Disposal *pstrm Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at-3 / 0161 }' AA ' 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. i Date U / Approved by TOWN OF BARNSTABLE LOCATIONZtS SEWAGE# odd 11—©Z� VILLAGE Cok SSOR'S MAP&PARCEL S INSTALLER'S NAME&PHONE NO. L�. 4f— I SEPTIC TANK CAPACITY e-,el Se7t g4, lLY� LEACHING FACILITY: (type)--7 '2 (size) NO. OF BEDROOMS OWNER T? PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: �^ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility J Feet Private Water Supply Well and Leaching Facility(If any wells exist on ili Feet site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility �) I P v . Feet FURNISHED BY CC= ��iwjnr VL �I� APR-08-2011 13:23 From:BORTOLOTTI CONST 5084289399 To:15087906304 P.1/2 MOM :down cape engineering inc FAX NO. :150036299W Apr. 08 2011 01:59PM PI W19Wti'rdAl.S,��� �'1j6nPrI,�A tr, gbcnid'E, ;,.�119-y�:oQl: %.' !,)A411I�:48�GICCP�Iu,.1.�1.rr Ckcra 24Df1 Main Str'W,Mr-nnnis, Milk 02601 I I-IMe : 69 Rt;M614 Fax;. 508"4lA b3i14 Lam P..x � ����:e�vdii a u►tnfk>ri]]��2 . 'r"M'mv lb)D/l� `�.Amew4or's KmplPavcd Des6pelr., k.JC.Qv1�- w r!},�Q.n �)usy ]lia•r; i 0d-111 ,�!tiaMt /1 L. 4ox._ A� On SvaS i5E17GCi Fj pt:nj6L to iXIStIh 1i hLftct on a dPsi n dryly;n by (addrUNc) �1��,� �.•l C�if�l,. ..._. ri�arrri _� t 'a X. I. ceTti fy tba.t t�lr mpti(; "y4lwa retacuu it abon '4i'as i ngraiieea gub3thiti inny acco}cinK to the d4sip, 1M)iir�t ir�t�y 1,o1 Je.min,�r puryyvt%i chaugr3 „iXII P utea't11.J%qucnrioa of ffiLl dictri.fn�tiim bu>t acid/c,r. �otic> n�k, !i OC fp `h7 dw�� �'`;rr�►til c•►1��' 1 rrr6A- 11I)zL U scTITir. 'ystrrn. .TcfrrcIl.ced ZLN)Ve wL:, irotbiltd With Ma'rT cibaiigCS l' - gomwx tban 10' 1dlrru].r0o.stioxi offitir:SAS or ary vertiml rtlWatiOLL Of WLY CcOmPI)001 Or the �C'Ptie system)but ity ft4%0rdttnar, with Mare&.1,ocal Rugaltlio=. PLmn rr✓i',iou,of rsrtificdr `-h'uiTl lav designcr to Follow_ DAN! L,A, pJ116.A No. `l r-';�' o l l Ut;i''7Ut111D LplVISI?I1��L i1NrL E(D-�¢�„d.'...' .� ) AIVA__A�- iU��f'ARTA. dl�, ALf. V�; l fF�yICYa41. T1.cCl#br0r;ptt.VDwipjw Crvirm-0mv Maim a 26 C 400 i A SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES MARKED WITH MAGNETIC TAPE OR �7 NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS PROVIDE MIN. 20" DIAM WATERTIGHT � APPROX. NGVD ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO WITHIN 3" GRADE Rd TOP FOUND. EL. 53.34' 2" PEASTONE OR GEOTEXTILE 2. MUNICIPAL WATER IS EXISTING 1n�J5{t�Route \ FILTER FABRIC OVER STONE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. FMINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 52.5' PRECAST H-10 4. .DESIGN LOADING FOR ALL PROPOSED PRECAST ptp RISERS (TYP.) BLOCKS OR UNITS TO BE AASHO H-,LQ 51.7 PRECAST RISERS 2'� ' 4"0SCH40 PVC GO PIPES LEVEL 1ST 2' MORtAR ALL H-10 5. PIPE JOINTS TO BE MADE WATERTIGHT. 4 COMPONENTS �ENDS (TYP.) INV'S EL. 48.6' Locus 10" EXISTING 14" HsDES 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE o TEE SEPTIC TANK TEE po�o�o�o�° o°a.oe�e WITH 310 CMR 15.000 (TITLE 5.) a * 000a =Elm o0 0 0 ®aoo-o Joao 0 0 0 0 RE-USE** 50.3 f O ° 3 0 0 0 0 0 0 0 o ° ° o • 'o 0 0 0 0�.o > o 0 0o O O u o p p O O O O O0 0 0 0 0 0 00°0°0 o°o°oo°GAS BAFFLE.:, °°°°°O°°° ° °°°°°°°° oo�aao�oo��� °° ° ° ���0���00®O ° °o° 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND o _ono°o„o°o O 'o°o°o°o° O oo°o°o O O O O O ;o°o°o°o° 'C (�f '°°°°°°o° ����������� °°°°°O ��a���a��a� °°o°o°°° NOT TO BE USED FOR LOT UNE STAKING OR ANY 48.84' 48.67' 'O°O°O°00 o 0 0 0 0 0 0 0 0 0 0 °°°°°° o 0 0 o o o °°°°°°°° a oxter Neck Rd �00000000 ooaomm=mmo °°°°o° �0��������0 •°°o°O°°° 46.6' OTHER PURPOSE. •�' o>°O°O°O°° .°°°°°° °O°O°O°° 0 0}0 0 °oo,� o ° o o O- 6" SUMP INT. DIM. I 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. LH-10 500 GAL. LEACHING CHAMBER BY ACME PRECAST OR EQUAL. 3/4"-1-1/2" DOUBLE WASHED STONE (2) UNITS REQUIRED 9. COMPONENTS NOT TO BE BACKFILLED OR 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30' X 9.83' (RE-USE IF SUITABLE) CONCEALED WITHOUT INSPECTION BY BOARD OF COMPACTION. (15.221 [21) + HEALTH AND PERMISSION OBTAINED FROM BOARD (5.4% SLOPE) ( 1 % SLOPE) o M OF HEALTH. � 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LEACFOUNDATION EXIST SEPTIC TANK 27' D' BOX 19' FACILIiTYG 4 CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL 42.5' BOTTOM TH-1 & 2 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS No GROUNDWATER FOUND WORK. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ** ASSESSORS MAP 57 PARCEL 29 INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT NOTE: G-W EXPECTED AT SHALL BE REMOVED 5' BENEATH AND AROUND THE 1000 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE ELEVATION 15't PER TOWN MAP PROPOSED LEACHING FACILITY. WITH 1500 GALLON SEPTIC TANK APPROPRIATE TO SITE CONDITIONS IF NOT SUITABLE " x 52.65 of x 5.15 x 53 54.07 SYSTEM DESIGN: � �T x 2. BENCHMARK COR CONC. BULKHEAD x 54.58 GARBAGE DISPOSER IS NOT ALLOWED ELEV. = 53.0' x 5 .17 LOT 16 5 54.77 DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD 140 6 21,312 SF 5 - 1 x 253 2.96 36 USE A 330 GPD DESIGN FLOW _ 9. 6 �- € 59 \ \ N EXIST. 53.97 \ SEPTIC IC TANK 330 GPD (2) _. 660 \ \ � o EXISTING ** DWELLING ST 6 x **RE-USE EXISTING 1000 GAL. SEPTIC TANK I I 41 N �3 41 \ x 52.51 x 1.75 4.94 _x-4-1�9- 433.96 \ x 1.72 I o 04 TOP FNDN. 53 116 N LEACHING: TEST HOLE LOGS 3 \\ ELEV. = 53.34' x 53.09 '` o SIDES: 2 (30 + 9.83) 2 (.74) = 118 GPD ARNE H. OJALA PE, SE I \\ 1-17.79 53.34 53.23 3.77 \ ENGINEER: BOTTOM 30 x 9.83 (.74) = 218 GPD I � 4 .64 I WITNESS: DAVID W. STANTON, IRSI \ I A/C 52.37 2.90 91 TOTAL: 454 S.F. 336 GPD MARCH 28, 2011 I � 46.91 I UNIT 7 DATE: O I I I CONC. x .18 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL PERC. RATE _ < 2 MIN/INCH Q 139 7 I I PATIO �\ WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 5' 2.18 5 .4 x 2.87 BETWEEN UNITS CLASS I SOILS P# 13224 � 14 49 (` AT RL� E .18 65 sz.4 O I 6 .59 4� TH 0 3.05 ***RE-USE EXIST. 500 GAL. LEACHING CHAMBERS 1 ELEV. 2 ELEV. II 5 , 5 6. 0 �1 2 & 12, IF SUITABLE „ „ 13 T8 GARAGE STH 1 0 52.5' 0 52.5' I O 45.1 ON SLAB x .3 52.62 A A O 39. 8 2.34 LS LS I TON 52.38 52. 0 2�/ I �� r 1 7 A" a 10YR 2/1 10YR 2/1 O I FLA G S / 4 .54 RIVE 41 o _ _ 1.90 w w APPROVED DATE AA HEALT MA 6 6 I O x-42. 7 1 ��03 41 i �6.76 5 09 \ E E I � �x�/.U1-' 1 s2�x 52.96 x9.4 - TITLE 5 SITE PLAN MS MS I r� -" .89 10YR 6/1 10YR 6/1 I 2�3. 8 AREA OF EXIST. OF 8" 819 I x41 20 / �R�S 00 SAS (SEE NOTE B B 33 4 27 ONE �� EL METER off WIRES 11) 1351 OLD POST ROAD '-`x-39. 1 @ GARAGE LS LS I / MARSTONS MILLS „ 10YR 5/4 10YR 5/4 I 47 48.6 . 47 48.6 I o PREPARED FOR I .53 BORTOLOTTI/BRETZ I C C I MARCH 28, 2011 PERC 39. 4 -362-4541 off 508 CS CS K oEMAssq°ti tN oFMys�9c fax 508-362-9880 CDg° CANII*LA. �N g° DANIEI ti� OJALA `" A. downcope.com 120» 2.5Y 6/3 » 2.5Y 6/3 �� No.46502 �No 40980 v down cope engineefi#7 inc. 42.5 120 42.5 � o �, � fl �P �o civil engineers NO GROUNDWATER ENCOUNTERED Scale: 1 = 20' `�/ONl \j land surveyors rs � .,, y o 939 Main Street ( Rte 6A) 1 > -058 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675