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HomeMy WebLinkAbout0202 WOODSIDE ROAD - Health 202 Woodside. Road W. Barnstable A = 128 009 - a RI V �<»3'.P r �' :i.,.�.R: '-r`'���' ^r'?.'3'�.�.w�-•w' a�-. .+-w.�.�„�.- ar..'.. �� �+ � �� y � ;, N F � � - - �'ae` a o " r. P 1 w Y + A .o a � �n r en r _ r , , __ y r ^` rS_ � `fix { �4��. • oR ' M1 r , M s r, i r C y s c o n. ., v t. .Y . - SP .5+ e - � Cm.F'u� .. _ n P�y.., .�• i ,. •'�1 , ., ,. �,9 r - s , x ^a r r ` A T• • • M,. m o n a, d x � e re. .!. _„ � ,.�. � .. 'k- • 'e a . .. ems, e a N 0 9• , s u v, r No. �"'� p Fee $5 0 // THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: � i Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS application for 30iopooaf *paem Conotruction Permit `Application for a Permit to Construct( , )Repair( X)Upgrade( )Abandon( ) O Complete System EJ Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 202 V�lop,dside Rd. , W. Barnstable Lorraine Richards Assessor's ap/Parcel 00 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wm. E. Robinson Septic Service Dan Johnson P 0 Box 108.9, Centerville 804 Main St. , Osterville Type of Building: Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( ) Other Type of BuildingR e s i dent i a 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank P k.15 A A/00 #0 Type of S.A.S. ' Description of Soil .��G � CL.n r_j w `S�BV4' �f Nature of Repairs or Alterations(Answer when applicable) NPw`7 T i t 1 e-5 septic system t: plans of Dan Johnson dated 5-6-02 . #J-772- A,. ri 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 Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Wbard of He _ Signed % r Date Application Approved by ')V- Date — J Application Disapproved for the following reasons Permit No. .2—(W p — ' 23 Date Issued Z 2- - ,.,;•...r.. �. r - _. - r rya ��.. .!, n;�^.«: -r.- .,.. ,� No. ^' / Fee., $5 4 THE COMMONWEALTH OF MA'1SSACHUSETTS Entered in computer: , Yes PUBLIC HEALTH;DIVISION - TOWN OF BARNSTABLES MASSACHUSETTS Ziopfication for �Ditpooar *pgtem Construction Ver1nit `Application for a Permit to Construct( )Repair( )0 Upgrade( )Abandon( ) El Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 202 Woodside Rd. , W Barnstable ,Lbrraine Richards Assessor's Map/Parcel 001 ,- Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Wa. E. Robinson Septic Service Dan Johnson P 0 Box 1089, Centerville 804 Main St. , Osterville Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of BuildingResidential No.of Persons Showers( ) Cafeteria( ) Other Fixtures, Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank e JC15 . /0o0 (tea A Type of S.A.S. 1 rr o Description of Soil; / 0 64/1 o'l _ a N+ <1 w S,Ov�rY Nature of Repairs or Alterations(Answer when applicable) New Title-5 s Pn t-i r s v c 1-am to plans of Dan ,Johnson dated 5-6-02 #J-772. Date last inspected: 61 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 Certifi- cate of Compliance has been iss, ed by is •oard of Hea •h. Signed Ai i 1 Date S l Application Approved by 'h/. Date Application Disapproved for the following reasons Permit No. 2UJ Date Issued (/ •�, � THE COMMONWEALTH OF MASSACHUSETTS Richards b` BARNSTABLE, MASSACHUSETTS Certificate of Compliance r THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( X )Upgraded( ) Abandoned( )by Wm. E. Robinson Septic Service at 202 Woodside Dr. , W Barnstable has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2Ud -;2 3 dated _-a - 2 Installer Wm. E. Robinson Sr Designer Dan Johnson The issuance f thi permit shall not be construed as a guarantee that the system will f hcttion as a 'gne,. Date f �� Inspector�l 4A ————————————————————— No. (h)a' �a Fee $5 0 THE COMMONWEALTH OF MASSACHUSETTS RichaRDS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS lwi5pooal *pgtem Congtruction Vermit Permission is hereby gra ted to Construct( )Re air(X )Upgrade( )Abandon( ) System located at 02 Woodside Rd. , W Barnstable and as described in the above Application for Disposal System Construction Perinit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Construction rust be completed within three years of the date of thisne �ADate: 5 U2 Approved by ' TOWN OFpBARNSTABLE a;0 LOCATION e0°� W®�� $+�L'� �� SEWAGE # ASSESSOR'S MAP & LOT VII LAGS l�rA/s'SplL� L �a��� INSTALLER'S NAME&PHONE NO. , SEPTIC TANK CAPACITY LEACIfING FACILITY: (type 3 -j0-�. (size) NO. OF BEDROOMS 3 2�Sd° Ga o„ CA, avtfh P'7 BUILDER OR OWNER .t-S• 6G S PERMITDATE: O ' -- COMPLIANCE DATE: rr `�c!"L15 +. Separation Distance Between the: Feet Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Private Water Supply Well and Leaching Facility (If any wells exist Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist Feet within 300 feet of leaching facility) Furnished by i ate / lO�,r S _ --- �Alr1 CEP C 1� DISTRIBUTION BOX W.. H 1a . r P _ PST �ATI!l, REMOVABLE COVER / 4"SCH 400UTLET LATERALS •r DISTRIBUTION SOX TO MEET � l SHAW..BE SET LEVEL FOR A Performed By: Daniel B. Johnson REQUIREMENTS OF 310 CMR MINi!MUM OF THE FIRST TWO 15.232(WATERTIGHTNESS, FEET AND CONNECTED TO CONSTRUCTION,ETC. - 2 EACH DISTRIBUTION LINE Date: April 16, 2002 'rr1TH SOLID SCIH 40PVC PIPE �Spr o pr I NO. OF OUTLETS: 3 4"SCH 40 L �-- 6 .......y_ TP-1 (EL. = 100 .5) o MECHANICALLY CRUSHED 0 0 0 o STONE k-3)4'"DIA.1 8" O/A Sandy loam 18 r loam " Bw, 10YR5/8 Sandy l STABLE LEVEL BASE 1 � 1£�" - 7 2" r 1 , 2 . 5 Y 6/3 Silt?t loam am _ j 72" -156" G2, G € � 9 10YR5/3 Fine sarrrd - - LEAC iEL. D No Observed ESHW T LENGTH Or LEACHING LINE: '•END"C S SECTION v�` �OA ���`� _ ! -J No Clbsered Groundwater �v✓►� ,> V/5 FINAL GRADE TO BE STABILIZED �1 PERCOLATION TEST DATA FINISHED GRADE(SLOPE - 02) i Date April 16, 2002 i 4"SCH 40 PEP,F. PVC Ir(MIN] � Il1�lI! lli � II ! �EAc.+r.✓v �,� ? ;. wM J Soil Class: Class I (0, 74 G/SF) ._ �� — .---2"LAYER1/8"-1/2'" �•S+� A ( L" }' ! , DOUBLE WASHED STONE NO OF ACTUAL DISTRIBUTION -- ,- t �' / �( U0 ; ! LINES 3 6 5' 5' {�1_L6•' Perc Rate: < 2 MPI (TP-1 ) - ' sus a °A /`� LEACHING FIELD DIMENSIONS 5/B'" OR►FACE Dl.0 B,. �-- „ /Urc.A49 O� �u�S� ! + ®. < � _�. _ �_ — Q� �i a�4 1112"D0U6LE'WASHE vLN' SCE Depth of Perc 'lest : 72" -» 90" _ �( 1 3fit-; 15 t/XU5'H STONE SCHEDULE OF ELEVATIONS ACTUAL r - I END OF DISTRIBUTION LINES TO - UAL NO �F DISTIBUTIQN PIPES MAYVARY LEAININ� FIELD TO MEET BE CAPP1 D UNLESS VENTED FROM ABOVE DETAIL, REF RENCE N0 OF REQUIREMENTS OF 310 �,Lrsr/N(r -'- I nv. Out Foundation Unknown I (REF PLAN AND PROFILEI DISTRIBUTION LINES AND FiL4N',IEW CMR 15.25L \ 4;iq ll a 4f4c IBC* inv. in Septic Tank 97 . (T 6E l+ Inv. Out Septic Tank 97 , ErovfD� n -' -- Inv. In i)iJLribution Box a7 . 40 Inv, Out Distribution Box 97 .23 t _ -- KELac E Inv. Begin of reaching Field 97 . 1. E Ou *� 100'I-J AT v �9 3 tEacr+r � a�.,r T Inv. E:n,J of Leaching Field 97 .00 weLL o 1 Botisom of Leaching ;:ie1-Al 36 . 50 I` ' �eclt ---- __ i Bottom TP-1 (No obs . GWI E3HW'T ) R6. 5 NOTES AA 6-- 1 -` - C 4r;ow+E C47Ian 00I l 7 i All construction methods shall conform to the Title �' (310 _�.�-_, X�ECE2dI) CMR 15) and the Barnsable Board, of Health Regulations . , FF€ 2 . There are no known private or public wells within 1�0"1516± feet/400 feet, respectively, from the proposed lea�-hing IE 516,3 area . i Test P i.t 3 . Existing SAS to be pumped and removed prior to Finished Floor Elevation ion F-1 installing the %:;✓aching area . ` 4 . No changes are to be made in the field without the approval l Beasement Floor Elevation BFE g . p I of ! of the Board of Health and the design engineer. Water Line ,_..�...�...��# 5 . Proposed leaching field is not designed for use with Gas Line t ------- garbage disposal , Con'tr"actor to notifyDig Sate 72 hours prior to Property line information taken from Subd .vision Plan for Woodside Road. Septic Plan not to be used- as a property line sa,;-ey y t _ . µAwe ��P�6 �, ! �E� i';r o t a I <y*:t'�,.i,T d _ i f,"' L C-"o Ems' ti a,� •• l' - wJot c1pj 1J}:1^?3tE?iy U let ti_ T)Sti i, :ii+� }n I. , All, Cw6BARN5TABL E i .gilt 1 loam layer and existing SAS anti any leachate impacted Srrvus soil ) and replace with Title 1 V fill [Reference rence 310 CMR � -� /Z ` •� sr r AN,rnV•s o 15 . 255 for specificati-ons of f'_11 (send) l The total. amount r WtAr NIRYANLS / Wr«rrH HIbM ST CRAFTS EtSJ�K�E �� r �o�vh ! fill rec ul,red is ,approximately 130 'cubic yards . s Mo N T o b ,A 'e �r� � ufl wit HILL 6 B J\ {�5 e�` ��o 0y� o ' 6j + , c per W d ,c' p o ,� r �1 AO r CALCULATIONS rat o` r� tier p e z h 5 y ar3r i ��PP � DONA; -- ' AcnLAA_.- -4O k�%f REALTY .3 Bedrooms (Existing) oti 10 GPD/Bedr{;�t�m X 3 Bedrooms � 330 GPD 1c4, bt 1 fFE" M,r+ - "o'�; S' Percolation Rate 2 MPI (TP-1} ` P e +� ro9 �L�� Or 5Ep7-/6 S YSTE°� +, L e ~4�, PONQ .q to —�P� SQ1.3. �.1d�J':3 : Cic�ss 1 (0.74 �3;/J�') i --- 5 C +��.�= .i'f y a if V.Ja3(•f' Sr i PROPOSED LEACHING AREA: r ° < r •r y ,P ? ? c �P r Leaching Field: 301 , Bottom, Area : 450 SE' X 0 33xF�32 3'(Mtr�lA r; ] Total Leaching Capac ; - 333 GPD ��, Gar l�0� LV�N.M ir`7 wI / S I•,1 UR<'N CAQTWAY Ao rat tq( ,_o Rr71 DR 7 T ^ ' EXIT L ; 15 A,Nf ST I olo 3 ] 3Or -�• �r pI°y J •0 r Ma D/~ fr, 1 r,v�y 97,4o f �a3 gcµ4� rB2� c __.. M . 0 - M Cr 7,/$ ON5 r° SEE .�.° ; o°s <l6,.S b a W fie i 1 /000 r 9 z (nfSrAi.L I tL7 i r ` M`ODEL A l AO I .J ! z p4 OG iePr'L:. r*fVie i 1 , r ^, SUBSURFACE SEWAGE DISPOSAL SYSTEM 202 Woodside Road, W. Barnsatble o rDAWL j !ridsti SCALE: As Shown By DRAWN BY . r DATE: 5/6/02 APPROVED antal B Johnson D.b, Johnson a __ .-.,.-_..,...v_ 1`^• )Its ((1'J-� � .. rA' e� t„a{ � Prepared I.orrszna Richards (508) 428 - 1391. wlT �� For: 202 Woodside Road, Wi Barnstable i ; rePar J r j ) 190 DRAWING Nl)MBEft r ()too 0+10 o+A0 D+3 O;qo Q+�^J ()r6a • t+'0 ot8a ©+�a +oa : f+ r>a.o ! � By: 004 Main Street, suite D, ostervi„11,a, Fah 02655 t7x