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Home My WebLink About0188 MARSTONS LANE - Health 188 Marstons Lane _ Barnstable o , b n I 11 r 9 c TOWN OF BARNSTABLE . �. 6 LOCATION l�O ��+.S?[q/r S i, SEWAGE #-2099.Z -0�z VILLAGE 'N ASSESSOR'S MAP & LOT.33-4 02-3 INSTALLER'S NAME&PHONE NO. 79-76 SEPTIC TANK CAPACITY /f0a GAL LEACHING FACILITY: (type) / Y/�- C n�To`� (size) /O 3��2 NO. OF BEDROOMS 3 BUILDER OR OWNER L f S PERMIT DATE: 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 faciZ�- . Feet Furnished by J�O xr-ellltn 4T ��(�/� /w^ •J �oa- 35eP No.li.s,,l-'o— !�V/ Fee-L-Sexetv . " THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprication for Mtgool bpgtem Cougtructtou j3ermtt Application for a Permit to Construct( )Repair( )Upgrade(1/)Abandon( ) Complete System ❑Individual Components Location Address or Lot No. Owner's N e,Address and Tel.No. 6'�' s�®1s Gam, s�i �/,ey �>/�S Assessor's Map/Parcel C(diylQ'Cl L/f Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. &rl-W0/�I/&71.5� 00"//1 (f ��e ��. 7IL-1 Type of Building: Dwelling No.of Bedrooms ✓� Lot Size 3 M sq.ft. Garbage Grinder(/�d Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures f > Design Flow // gallons per day. Calculated daily flow Jo gallons. Plan Date 7 D j Number of sheets l Revision Date Title n t_110 j v l fe Size of Septic Tank 1 5A2 Type of S.A.S. //44f9 Description of Soil ¢yX,3e X Z 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 by th' o d f H lth. Signed Z7 Dater��/�Z Application Approved by — Dates�� G Application Disapproved for the following reasons Permit No. Date Issued •3•' OC—!3—7;;-- - l • "''fit .� �` �✓(/ ~� V ./J Fee ,/ �r' �; ` Entered in computer: t/ M THE COMMONWEALTH OF MASSACHUSETTS 'Yes F PUBLIC HEALTH.DIMION -TOWN OF BARNSTABLES MASSACHUSETTS 3pprication for Zigpozar *pMem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade(e/)Abandon( ) /Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel. Q�j/a -✓ Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 771� e of Building: �'P g• �.3 Dwelling No.of Bedrooms Lot Size i sq.ft. Garbage Grinder( �l� Other Type of Building I f',Oee No. of Persons Showers( ) Cafeteria( ) Other Fixtures ' tt;' yy t Design Flow 1/(2�1 gallons per day. Calculated daily flow �Jt7 gallons. Plan Date 2 S'�D Number of sheets / Revision Date Title //Z° Size of Septic Tank / `/>[� Type of S.A.S. - Description of Soil M X I, Nature of Repairs or Alterations(Answer when applicable) Date last inspected: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 by thi o d f He. lth. / Signed Date ! /0 a Application Approved by e Or 4Z,� Date Application Disapproved for the following reasons Permit No. -T&jQ''V-" 42%if/ Date Issued 7- o/,ior '-'•� THE COMMONWEALTH OF MASSACHUSETTS J O;�3 3 BARNSTABLE, MASSACHUSETTS ' Certificate of Compliance THIS IS TO CERTIFY, that the On-site�Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at IIl�rS � �rl, Cu.�al�'�P�//.C7 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N '41� �A / dated " A`? Installer Designer The issuance of s pe t shall not be construed as a guarantee that the syst will function as desngn A Date sI Inspector�,'I— f I,) I � s� No. /e��>�?.+� �,�ir ----------------��1/'"L/�� ---Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Miopool *pgtem Conotr/uction permit Permission is hereby granted to Construct( )Repair( )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 ,e it. Date: / "� Approved l n e TOWN OF BARNSTABLE . E� LOCATION /�d '1.4�t.S�['��r L�� SEWAGE #-201"- -OS'''? VILLAGE ��n ASSESSOR'S MAP & LOTn /�7� INSTALLER'S NAME&PHONE NO. ��'�=ieLp zr ��,•�� '��'' ��- �L SEPTIC TANK CAPACITY t/ LEACHING FACILITY: (type) (size) NO.OF BEDROOMS 3 BUILDER OR OWNER C PERMIT DATE: 3—/'Q'2 COMPLIANCE DATE: 5��y 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 ` 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 facihV) Furnished by Y' �Zv- L I _ 't 3 4-)_ (�, (� 3 - AST EL. 50.1 SYSTEM PROFILE TEST HOLE LOGS TtJP FNDN ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) RICK JUgD, RS ROUTE 6A ACCESS COVER (WATERTIGHT) TO ENGINEER: / 47.5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6 OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 45.5> 46,0 47Y9 DAVID STANTON ' WITNESS 2' DQUBLE WASHED PEASTON 2/21/02 I �� RUN PIPE LEVEL DATE I MERiON WAY - '-- JQQ 43.0' PERC• RATE = < 5 MIN/INCH ----_"�_ 3 PROPOSED --- 45,50- GALLON SEPTIC �� ITEE CLASS SOILS P# _ 45.25 I coLf COURSE wr TANK (H- _�) GAS o0 42.55' c> 42.5 -=c' 3.5'`@ SIDES � BAFFLE - - - 42.72' ca000 2.5' @ENDS $ o MIN ? _ N ( 2 % SLOPE) a 6' CRUSHED STONE OR MECHANICAL ELEV. 1 COMPACTION• (I5.221 123) 14" a 0° 44.5' # DEPTH OF FLAW 4' t 32 y P MIN P S o `t�- 0 40.5 LOCUS . SLOPE) t % SLOPE FILL TEE s1zEs+ Qj 3/4' TO 1 1/2' DOUBLE WASHED S F ONE INLET DEPTH = 10"" 6' 20, caR� OUTLET DEPTH � 14 A/E LOCATION MAP NTS z FSL LEACHING FOUNDATION- 32 SEPTIC TANK $' D' BOX 3' 23° 1OYR 3/2 ASSESSORS MAP 350 PARCEL 33 ,y 17 FACILITY TH 1 EL. 34.5 _-. f OW LFS 10YR 5/$ 1F 37.4 50' 40.33' _tip g FS 39.0 2.5 Y 6/4 3 CO i A__ �k\ a.o I 120" 34.5 BENCH MARK -- TOP OF CONCRETE NO WATER ENCOUNTERED 43 �/ �`33• I BOUND. EL. 48,3' ry� k ,/ 44 / •� - l 8 48 NOTES 45 NOT ALLOWED APPROXIMATED FROM QUAD` MAP S '_PTIC DESIGN: (GARBAGE DISPOSER IS > 1• DATUM IS �/ -- +646.3 / PAVED \ 4 4e LOT 9A DRIV 3 112 GPD' 33- EXISTING o _-- � •0�, .SIGN FLOW: __ BEDROOMS Z G� D, - �;�PD 2. MUNICIPAL WATER IC / + 4.4 48-0 + 51.z 23,339 SQ. FT. \\ 46.9 49.2 s� 46.9 J`SE A 330 GPD DESIGN FLOW N 3• MINIMUM PIPE PITCH TO BE 1/8 PER 'FOOT. EXIST. PTIC TANK: 330 GPD C > 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 DWELL. S 5, PIPE JOINTS TO BE MADE WATERTIGHT. +0 U'- E A 1500' GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 47,0 U. TF = 50.1 L-ACHING ENVIRONMENTAL CODE TITLE V. uTIL. & CAT 501 49' C.O. _ +a9s 48'6 ;IDES 2(30 + 9.83) 2 (.74) = 117.9 7, THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT CLUSTER + 6 ' / + 48.6 ,q8 TO BE USED FOR ANY OTHER PURPOSE.. 30 x 9.83 74 218 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40�-4' PVC. 4 C4P - - TOTAL: 454 S,F• 335.9 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED 46461BRICK STAIRS _ -�--- __._. _ _- `�- +4�60 USE (4) HIGH CAPACITY INFILTRATORS WITH 3.5' FROM BOARD OF HEALTH. - ! �'' ,;TONE AT SIDES 2.5' AT ENDS AND 14" UNDER 41 ---` 99 ry°` -- D 10• PUMP,`& REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM --_ _ + 44.5 ........... I- + CE +43.7 4 �4 �_. - 3 _LEGEND� + 432 TI TL.E 5 Sl TE �'L AN a5. +42.1 s 100.Q PROPOSED SPOT ELEVATION OF Q Q 5' REMOVAL OF UNSUITABLE 188 8' M A R S TO NS LANE >z \, �__� SOIL REQUIRED AROUND 100x0 EXISTING SPOT ELEVATION �- - 43 h PERIMETER OF LEACHING IN THE TOWN OF: FACILITY, SOIL A0 100 PROPOSED CONTOUR ( CUMMAQUID ) B A R N S TA B L E SUITABLE SOIL LAYER. + 42.6 REPLACE WITH CLEAN MED. 4 SAND. ENGINEER TO lOp EXISTING CONTOUR PREPARED FOR BORTOLOTTI CONSTRUCTION/HILLS + 42.1 INSPECT AND CERTIFY I REMOVAL r 43 _ 4 ¢ 4+a4.3 30 0 30 60 90 ;r BOARD OF HEALTH MA SCALE: 1 - 30 DATE: FEBRUARY 25, 2002 APPROVED DATE off 508-362-4541 fox 508 362-9880 I down cape engineering Inc, ��kj'a Of o> �� H. OJAARNELA ,, I ARNE H. A H. E CIVIL ENGINEERS � CAIVIL 4 LAND SURVEYORS N�ao7sz � 0 s 48 939 vain st. yarmouth, ma 02675 lsrtiN ®,2--®,'?�i JALA, L.S. T�AT�