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HomeMy WebLinkAbout0073 VANDERMINT LANE - Health r 73 Vandermint Lane Hyannis A = 250 053 c Y TOWN OF BARNSTABLE tf LOCATION T E SEWAGE.# VILLAGE tS ASSESSOR'S MAP & LOTo INSTALLER'S N��IE&PHONE NO: r1�1 -aqQ`1 SEPTIC TANK CAPACITY l ; LEACHING FACILITY: (type) -T l lb Y'S (size) i efif NO.OF BEDROOMS BUILDER OR6� �*° f 1 A PERM-IT �Z COMPLIANCE DATE: 22 Q�3 _ St Separation Distance Between the: 1 Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility L1016U\--'� Feet Private Water Supply Well and.Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) uc lx eet Edge of Wetland and Leaching Facility(If any wetlands exisi within 300 feet of leaching_facility) Feet Furnished by > C� , 11 11 1 1 N � i `c (1 V A o a P Q r 1 No. 20�3—� (� , Fee. 50 X THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ZIppritatfon for ]0i.5poga1 *pgtem Construction Permit Application for a Permit to Construct(Z{)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. 1.3 V rg ,,,4- L#ht- R©fcP,fi 6-1oV4A,16- c. o Assessor's Map/Parcel 25—o —053 73 V r) kil 11ff Installer's Name,Address,and Tel.No. :/�IMES r&f Designer's Name,Address and Tel.No. SD e" V/ —2 P6• aoA' G 2 Y. fir/tf �ALl�e�fti Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(11-0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 92 0 gallons. Plan Date 0 7— 2- $—0 3 Number of sheets Revision Date Title Size of Septic Tank i Cod G-/aL Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) on c T l7 �5 O s i y z j 'doaa an hoe On Xt 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 b is B H Signed Date Application Approved by Date 76.3 Application Disapprove for the following reasons Permit No. Date Issued 6 3 114 4 No. 2003— 21? Fee 50 _ THE„COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS ZiooYication for Dizpozar *pztem Corigtruction Permit Application for a Permit to Construct(N )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. R6arP,,r G- 01!AA16-cG o Assessor's Map/Parcel 2S0 — C753 71 V pr w,r L h� Installer's Name,Address,and Tel.No. ':"��,,fS Designer's Name,Address and Tel.No. YIP 1-OA*7if",Nw,,* AR.I,,,,�/Ii s 11,05V Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(bv Other Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures Design Flow t gallons per day. Calculated daily flow gallons. _Plan Date n 7- Z Number of sheets / Revision Date Title Size of Septic Tank I C00 6-,#L Type of S.A.S. Description of Soil S<< ,aL oil Nature of Repairs or Alterations(Answer when applicable) /(-oo 64e_ .Srf i c -r*A 1) tY�fm, 4- 1 4a= G1 / �' Ole 7 .0 'Dt�w n hr oh t ®M Le on .r t 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 b is B d-af Hea h. Signed Date —0 Application App%ved by Date Application Disapprove for the following reasons Permit No. 29 Date Issued 63_ _. i 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 at 17 lira h p r n i"i &f L d n= has been constructed A ac ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2X3"�97 dated L3 Installer ,l=I 4-#1-h E-1 TA Designer The issuance of this permit shall not be construed as a guarantee that the syste w' e Date 7- 2'Z O 3 Inspector _ No. 2.co3— 261Y— ----------- --------------Fee �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS xigpoat *pgtem Conotruction Permit Permission is hereby granted to Construct( \-)'Repair( )Upgrade( )Abandon( ) System located at �V AH 1?c 1Z tM i of L #h c >`i' ,&/I�iS 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:Constr ctio must be completed within three years of the date of this pe i . Date:_ r7 b Approved by �� TOWN OF BARNSTABLE LOCATION SEWAGE # VILLAGE ASSESSOR'S MAP& LOT 250 —n 53 INSTALLER'S N &PHONE NO: =�.v�S � t� �'�I " q Q q SEPTIC 'WANK CAPACITY G'aAcrr-6 r LEACHING FACILITY: (type, (ffi (size) YJ C NO.OF BEDROOMS BUILDER OR� r 61 ` PERMITDATE: COMPLIANCE DATE: 2� Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 16LA- Feet Private Water Supply Well and.Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) t Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by 3© t 70. i C 40 ' i . -� Le 1 7r 10 min. from . - SECTION A A f - - 1 20 0 rt NOTE. ALL PIPES ARE TO BE 4 SCHEDULE. 40 P.V:C. 0 House to;septic tank ,PROFILE'VIEW OF AP IT DIS ouUTIO rvEs 4A THE _ a Existing Foundation la IDN TO LEACHING SYSTEM asTRteunor,Box sHAu BE a t Septic took ewers must sk t / within 6 in. of finished grade •.. - - 3" 01 1/$" - 1/2 Wast+ed Peaston SET LEVEL FOR AT LEAST 2 FT. 12 CONCRETE COVER r C Grode ova Septic Tank - 98,25 J erode over 0-Box - 98.25 --erode 0w*r SAS -98.25 3/4" to 1 1/2 Washed Crushed Stone - OUTLET2' _ a .\ KNOCKOUTS vl to a - 3 HOLE H-10 ': � ,�\a ,`... OUTLET t � - 12 M+LET N � DIST. BOX 3' Moximum cover 6` 8 4 s Ext N too 1,500 GAL. " •: •ar; a C FROM EXIST. FOUN11r►T104 W 16 SEPTIC TANK N? 2O.Ot or Creota per foot Top of SAS- Eicv. .95.23 < .,,., 2 a S x Io S= O.Ot" t3.5 p a+ H-10 N M t Effective Depth 4" `- SCH. 40 T 1.75' (� in 3 _ °"'.w o' g CO - S Units 2 6' _ _30' PLANSECTION a S CONCRETE FULL FOUNOAT O b. a L CROSS--SECTION i11� Zg > rn rn To 1 0 3' 3 of ROV(E SYSTEM PROFILE 6 in,of 3/4"-7 1/2" d _� 3o SN RoAp compacted stone , _ 36 3 HOLE H-10 DISTRIBUTION BOX Mn� Not to Scale - c °' N n Effective Length NOT TO SCALE FALP _c' °' 4 y2.5+� 4 0 LOCUS MAP 6 In-of 3/4'-1 1/2' 10' a' SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES canpocted stone - EP9ectwe width mo 'CULTEC MODEL 125 (H-10 LOADING)/ SHOREY PRECASTS 1. Contractor is responsible for Digsofe notification BQitssn+_s!_IeaLtials_1_E1ex-�ZD�_______ i (OR EQUIVALENT) Not to Scale and protection of all underground utilities and pipes. NOTE 8VERALL HEIGHT OF INFILTRATOR IS 18" /EFFECTIVE HEIGHT IS 12" 2. The septic"tank and"distribution box shall be`set level on 6 of 3/4 -1 1/2 stone. 3. Bockfill should be clean sand or gravel with no stones over 3" in size. 4, This"system is subject to inspection during installation PERCOLATION � C� n T TEST T by Carmen E. Shoy -. Environmental Services. Inc. I- E f�C 0 L11 I 0 N I: E S 1 5. The contractor shall install this system in accordance , i1/ \\ `;*\ LOT #z LOT #3 with Title V of the Massachusetts state code, the approved Ion P P, Date of Percolation .Test: . MARCH 28, 2003 f1 �\ 9 and Local Regulations. 1 ` 6. if, during installation the contractor encounters any Test Performed By CARMEN E. SHAY, R.S., C.S.E. 1 ` ' 1V 30d 08' 10�� E soil conditions or site conditions that are different Results Witnessed B WAIVER Y ( Per Barnstable B.O.H.) _ Excavator: WALKER EXCAVATION ��\ 125 00' �� from those shown on the soil log or in our design Percolation Rate: Less Than 2 MPI 12 5' 1 TEST HOLE 1 f ' installation must halt & immediate notification be 1 ELEV.=, 98.35 �� made to Carmen E. Shay Environmental Services, Inc. 7, No vehicle or heavy machinery shall drive over the septic system unless'noted as H-20 septic components, Test Hole ; i� r•;,.4; ;1e t e* 8. Install Tuf-Tite gas baffles or equals on all outlet tee ends No. 1 . .,';,w�,� L 4s •t•x, 4.0 9. All Distribution Lines shall be .4" diameter 'Schedule 40 NSF`PVC pipes. DEPTH SOILS ELEV. f3.5' ��`J17 •' ;, < ti,•,.a� Foiled 10, All solid piping, tees & fittings shall be 4> diameter 9 0 98.35 W 1 ' •wry:;1 , / _\Cesspool Schedule 40 NSF PVC pipes with water tight joints. ' Loamy t9 .. \ ,•� f Sand �' O 1 � 11. Municipal Water is Connected to The Residence and Abutting to YR 3/2 `� SHED ' � _��1 - Properties Within 150 Feet. 0"-6' A. 97.60 �* w i D-Box 1500 GALLON I 23' r- !/-SEPTIC TANK THE PROPERTY LINES ARE APPROXIMATE AND I' Sandy LOT #6 �- LO O p� COMPILED FROM THE SURVEY PLAN GENERATED BY �� ' I PROJECT BENCH MARK OLDEBOSTON LAND SURVEYING, OF NEW BEDFORD, MA 6"- 32" B. 95.68 y i TOP OF FOUNDATION ENTITLED CERTIFIED PLOT PLAN 'OF LOT #73 VANDERMINT LANE, Medium I DECK HYANNIS, MA "DATED MAY 7, 1986, Sand 1 �\ j ELEV, 100.00 (Assumed) AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN 2.s r sus 1 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN 32"- 96" C 0.35 -"_� LOT ,#4 THE SEPTIC SYSTEM INSTALLATION. Medium GARAGE - EXISTING CESSPOOL TO BE PUMPED & FILLED IN PLACE. 2.S Y 7/4 EXISTING r� 3 BEDROOM O E. :ANY STRIPPED . . _ D OUT_,SOI NTAIN L .CO ING LEACHATE _ G.LEAC{t.PIT T 1 r S E BOARD ,OF HEALTH -SPECIFICATIONS., 1 . Perc #1 - Depth to Perc.; 36" to 54" . Perc Rote= Less Tho 2 MPI _ LEGEND Groundwater Not Observed No Observed ESHWT ADJUSTED H2O Elev. _ None t --__ w t - DENOTES PROPOSED Q r, - 104X 1 SPOT GRADE . AGRAVEL I c5 9 DRIVEWAY 11 X 104.46 DENOTES EXISTING V 1 • LOT #5 SPOT GRADE >- 16,429 Square Feet +/ i PL PROPERTY LINE �:. 1 ------ Ova PROPOSED CONTOUR • . f i � .�._ - - - -- -g7 '. EXISTING CONTOUR 103.88 - TYPICAL � I . ,:,,. , PA 9d 28 20 W 1500 GALLON SEPTIC TANK 1 n DEEP TEST HOLE & �; ' .`• _' EDGE OF PAVEMENT PERCOLATION TEST LOCATION • NOT TO SCALE �' 16 3-24''DIAM. ACCESS MANHOLES 1 - 6 FOOT STOCKADE FENCE _ 10' 6 VA 1� E11�MINT ID RI V RIG � > � (40 FOOT HT OF WAY) .. •. .a • LOTPLAN, -INLET . f / � . OU E �„-." . I .: _. TH . E ACCESS.,COVERS FOR THE SEPTIC TANK, r' " DISTRIBUTION BOX AND LEACHING COMPONENT ( OF PROPOSED SEPTIC SYSTEM UPGRADE t�.r,•."-..-s•-••;�--; .-:► -ra....t. .-.��' SHALL BE RAISED TO`WITHIN 6" OF ....... ., .. .. -. .,, . •. FINISHED GRADE. _r ,. M' PREPARED FOR STEEL REINFORCED PRECAST CONCRETE o ETE `INSTALL TUF-TITS'GAS'BAFFLES OR-EQUALS '• I a ON ALL OUTLET TEE-ENDS . :, PLAN VIEW M R ROBERT GIOVANGELO AT # 73 VAN DERM I NT LANE 3=24' REMOVABLE COVERS /- a HYAN N I S MA •. r Design Calculations _3-min. Clearance 13 - N • INLET` s mn.T 2 mm- mtet to outlet uLET. umber of,Bedrooma 3 Equivalent to 330 Gai. Da 330 I - N of f 7 PREPARED BY. / y v ''per .Title V t q - ------�- -- , a mx Garbage / Y ( Go- Da In. } c *.» IKE - Lwu�o Kiel- :. ' OUTLET o oqe Grinder: No �* ry ,3 ... +r t- Leaching Capacity Pro' _7 9 P Y posed 330 Gal./Day Minimum (Min. Per Title V) AR . s8 .•t, Septic Tank - 3 x'330 Got. Da 660 USE-1500 GAL; i l .. tE ,, � Y > Septic Tank- _ ,� 4'-0'min: SOIL A RPT 0 20 40 BSO ION AREA- Usin percolation rate of,<2 min. /inch 50 ��tL ENVIRONMENTAL SERVICES INC. as eea. Liquid depth g P ! M, x Bottom Area: 0.74 al s t. x ?. 9 /,9,..� 360 sq. ft. _ 266.4 ollons r ,- Sidewall Area: 0.74 al. s ft. x ' ;K, 9 / 9 92 sq. ft. = 68.08 gallons . a P.O. BOX' 627 . »..... ..;...f Providing: _ 334.48 gallons tt G R� {` A T s'-B g 1sTti E S FALMOUTH, MA 02536 A P.,,, _,: Use. T SCALE: - ,.,, ..TEL FAX 508 4(5) CUL EC MODEL 135 UNITS" HAVING A 1 EFFECTIVE-DEPTH C LE 1 20 / 5 8 0796 CROSS .5ECTION �.:�. ;.END-S� TI _ . a. C ON TO BE USED WITH 4. ` 0 OF WASHED STONE ,ON THE.SIDES AND 3 F WlA H SCALE, 1 - • ` ., 0 s ED STONE 20 DRAWN BY. CES AT . : ;:. ON THE ENDS. NO STONE UNDER. DATE: MARCH 2$, 2003 PROJECT SD406 FILENAME:M LENA E. SD406PP.DWG SHEET 1 OF 1 i