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HomeMy WebLinkAbout0036 BENT TREE DRIVE - Health 36 Bent Tree Drive Centerville f A 168 027 j ilQ/ r No. �flt).�_! {O S Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: _��YiiLLL/ Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[pprication for �Diopogal 6potem Construction Permit Application for a Permit to Construct( )Repair( )Upgrade(/)Abandon( ) ecompleteSystem ❑Individual Components Location Address or Lot No. Owner's Namj,Address)nd Tel. 0. Assessor's Map azcel Installer's Name,Address,and Tel.No. T zj f` Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms _ Lot Size/60r,!�7 sq.ft. Garbage Grinder( Other Type of Building. 4��o. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow Ille gallons per day. Calculated daily flow gallons. Plan Date Nu r of sheets f Revision Date Title J e O/ 3X Xewl-i- Size of Septic Tank Type of S.A.S. 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 Certifi- cate of Compliance has been issued Aalth. Signed Date Application Approved by 144yj Date �1 Application Disapproved for th following reasons Permit No. oZ U 0 a-' 90 Date Issued I v 2 ,)2 ' No. '2 00 7-1/ 0 � - � � � ��, Fee !�v� Entered in com uteri v/ THE COMMONWEALTH OF MASSACHUSETTS p Yes Ik '' PUBLIC HEALTH DIVISION =TOWN OF BARNSTABLE., MASSACHUSETTS 01ppYication for Mtgaal *pgtem Congtruction Permit : Application for a Permit to Construct( )Repair( )Upgrade(✓)Abandon( ) LJ Complete System El Individual Components i Location Address or Lot No. Owner's Name Address d Tel. Assessor's Map arcel v.)7 l✓e� (�, / < Installer's Name,Address and Tel.No. Designer's Name,Address and Tel.No. g ` C� 7 ZZ Type of Building: Dwelling No.of Bedrooms _ Lot Size /6 IMP sq.ft. Garbage Grinder(1 Other Type of Building 4��o. of Persons Showers`( ) Cafeteria( ) Other Fixtures ' . u j Design Flow �/ gallons per day. Calculated daily flow 7 yU gallons. k Plan Date M 69 7_. Number of sheets Revision Date Title 5 _52 1a�1 O7r 3 �` rr�� b/�► Size of Septic Tank l.`7�� Type of S.A.S. leo_ kC or Description of Soilai✓�. ��i i Nature of Repairs or Alterations(Answer when applicable) i r". Date last inspected: /� _ f 6 C;U ' 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 b hi oar f alth.�,_. r Signed /; � _� Date 14//e 2 Application Approved by Date o ,;>1/U 7 Application Disapproved for th following er asons Permit No. 2 u Date Issued I u f 2/h --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CER t�,e4tv, On-site Sewage Disposal System Constructed( )Repaired( )Upgraded(� Abandoned( r )by �r dhS at 46 IeW �fC''LU .N l/.��C° has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ?&)a-L/9 0 dated /o z I tl-> Installer Designer ! The issuance of this pe t hall hoot be construed as a guarantee that the systed/wililll function as,designed.��/0 �� Date �f 1 I // Inspector �(%ac/'��I,"n, . ._. ✓�Y 11 f,1'a /}'t�/ .�: f� --------------------------------------- No. �0 0 ;p.y /U Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migooaf *p6tem Construction Permit Permission is hereby granted t°�Construct( lRepair� )Upgrade( ✓)Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes 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: Approved by I i / TOWN OF BARNSTABLE LOCATION 3G SEWAGE # VILLAGE >d T ��Y ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. 4Dv111,11`1i Corot�`r� D✓ p'�y�� SEPTIC TANK CAPACITY /S o0 G�9jj� LEACHING FACIL=: (type) (size) NO. OF BEDROOMS y BUILDER OR WNER G�R PERMTTDATE: /Q�?%�dZ COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �¢ Feet Private Water Supply Well and Leaching Facility (If any wells exist on 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 �sr�s/ C,��YNci2 i.rn.s I yr'b 3a� . y TOWN OF BARNSTABLE ' { SEWAGE # ���2 LOCATION 3G ��r>�' l��- / ASSESSOR'S MAP & LoTa:Lx VILLAGE >dYss7rY - INSTALLER'S NAME&PHONE NO. U6v SEPTIC TANK CAPACITY LEACHING FACILITY: (type) r �� �d� /�J w (size)/�sC.yam.s" >�J NO.OF BEDROOMS y BUII,DER OR 71 �PERMITDATE: /Q�?���2- : COMPLIANCE DATE: Separation Distance Between the: �f 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 leeching facility). Furnished by G 3� dt b b 00. *3 V SYSTEM PROFILE TEST HOLE EGGS TOP FNDN, AT EL. 48.04 -- _ ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER. AH OJALA, PE P 46.0 MINIMUM ,75' OF COVER COVER PRECAST \� --- ---� / WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 6.J0 WITNESS: DAVID STANTON 2' DOUBLE WASHED PEASTONC 8/2/02 43.82" ___ FOR PIPE LEVEL 43,51' DATE PERC. RATE _ < 2 MIN/INCH ExFS-TT- PROPOSED 15 _ GALLON SEPTIC 43.50' 43,25' - - - � � �� \ -� ��� CL_ASS I SAILS P# 10297 / 43,01 \ TANK <H- 10 ) GAS y\�--�\ _ 3.5 SIDES Q BAFFLE 43.18' � 43.01' 1.5' SIDES PAIN c c t. SF - - FA AK LOCUS ( Z /. SLOPE) i -T--- ._ _,' __` _Y__ ,_. = ELEV. \6' CRUSHED STONE OR MECHANICAL o 14° , 01 COMPACTION. (15.221 I2)) o a' a oc`x7� 41,01` DLPTH OF FLOV = 4 ( I % SLOPE) ( 1 /. SLOPE) T�'~ 'A` TEE SIZES: 3/4' TO 1 1/2" DOUBLE WASHED STONE LS INLET DEPTH = 10 OUTLET DEPTH 14„ 8,> 10YR 4/2 LOCATION MAP NTS FOUNDATION- 13' SEPTIC TANK 7' D' BOX 2' -LEACHING B ASSESSORS MAP 168 PARCEL 27 FACILITY 4.3' MED/COS 2.5Y 6/6 16" 46.3 36.7' C LOT 40 FS 16,880± SO. FT. 0.39± ACRES + 57.7 S> 2.5Y 7/4 S<T, `SS 132" 36.7' `S?+ 53.3 \ \$6 BENCH MARK - CORNER OF CONC. NO WATER ENCOUNTERED STEP. ELEV. - 48.1' NOTES: sa `� + 51,7 4 2,2 . `_ _X tI53.4 SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1, DATUM IS ASSUMED x 53.a ss DESIGN FLOW. 4_ BEDROOMS C 110 GPD) - 440 GPD 2. MUNICIPAL WATER IS EXISTING t + 54.8 U 4 4 n -U r �r�^ r- n r ,x� n?r r r , i � ., .. ..._...-"., • •'•...., � 0- USE llP1J LC...Jlu1V f�.Ctbd _-. _ _.�+.---�`I i,iVAI`I+J,"i i".1. _L. �i..l i i.a TH .. s SEPTIC TANK: 440 GPD ( 2 ) 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H,�\ \ 7. 5. PIPE JOINTS TO BE MADE WATERTIGHT, X> USE A 1500 GALLON SEPTIC TANK r - - 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ^' BRICK LEACHING ENVIRONMENTAL CODE TITLE V, ao.o \ ` 47.C>PATIO,` o\ 5�;� 2(40.5 + 9.83) 2 (.74) - 149 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT g \ �ti SIDES --- 40.5 x 9,83 .74 = 294 TO BE USED FOR ANY OTHER PURPOSE. BOTTOM, 5 ( ) - 8, PIPE FOR SEPTIC SYSTEM TO SCH, 40-4" PVC, 20 Cl 7.1 + .6 h` TOTALI 599 S.F, 443 GPD 9, COMPONENTS NOT TO BE BACKFILL_ED OR CONCEALED WITHOUT 39.0 ��. r�`l\ 47 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED EXISTING 4 BR 46,9 1 USE HIGH CAPACITY INFILTRATORS WITH 1.5' FROM BOARD OF HEALTH, \ \ DWELLING I 50.2o.o STONE AT ENDS, 3.5' AT SIDES AND 14" UNDER 10, PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM \ 2 TF _.. 48.04' J � l I AD �� _ O 49 END x�-- X-\ � .. _. 8 EEG .r L l t a4 /l/ 100.0 PROPOSED SPOT ELEVATION OF v 36 BENT TREE DRIVE QD ',, I� \ \ 4G 100x0 EXISTING SPOT ELEVATION I PAVED ! 4 � + 4\ IN THE TOWN OF: DRIVE El - PROPOSED CONTOUR 14 I ( CE EUI LL...E ) BARNSTABLE 100 ----- EXISTING CONTOUR PREPARED FOR:^CQLON HULEATT �',.. 40.�.y I + 40. < 3 N 20 p 20 40 60 1k BOARD OF HEALTH _ '.5 00' / \ APPROVED DATE MA SCALE: 1 20' DATE: AUGUST 4, 2002 \1 + .5 36.3 ' f .K 3E?.7�9 -362-4541 .300of fax 5D8 362-9890 3� � td 6,5 ARNE H. e-s �� ti down cape engineering, Inc. o ®JALA ARNe tk 36.7 v CIVIL P 36.6 No.30792 OJAr CIVIL.: ENGINEEPIS srs?` `� w�� � �0.26048 LAND SURVEYDRS ssr � 6�r L�L,?-227 939 ruin st. yarrnouth, rya 02675 A NE H. OJAL. ,TI'.iE., P.L.S. ___D4TL'