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HomeMy WebLinkAbout0054 OLD JAIL LANE - Health 54 OLD JAIL LANE u BARNSTABLEI • A 279 OS r.. 01, 14 v r n e � A + 0 a r, J • , �, _ '. - SIB Ai - - - -- ..i. '� ' • - [. r H -- - .. • ! I- jr TOWN.OF BARNSTABLE Cl J LOCATION "l�� �«�.1 �a.r�e SEWAGE # .433 �',iL,LAGE c dz../`e ASSESSOR'S MAP & LOT z'15--Sammy INSTALLER'S NAME&PHONE NO. Ack.ey A awn SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 01,V u/eb (size) NO.OF BEDROOMS 7 c0121— BUILDER OWNE PERMTTDATE: d _COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility fill 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 Iching facility) Feet Furnished by �� i b , i� "� `� ,, �� � �, ` �� ,a � � � �� -- ` / - � �� �, :: � � '4. � �:: TOWN OF BARNSTABLE LOCATION .�� �/� ..�a. I ,�aw� SEWAGE # -Z08 - Z 3 3 `PILLAGE ASSESSOR'S MAP & LOT 977 -'3V`Y INSTALLER'S NAME&PHONE NO. (410-1Le�, r- SEPTIC TANK CAPACITY l kswo S •'�C' LEACHING FACILITY: (type) wwA)" S10 (size) /a2' YA S' � NO. OF BEDROOMS "A BUILDER PERMITDATE: COMPLIANCE DATE: '1'30—b t 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 20&feet of leaching facility) Feet Edge of Wetland and Leaching Facility (If any wetlands exist within 300 feet of leaching cility) Feet Furnished by R .SZ_ al- e ® A �r W\W 32 x 9 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0pprication for Migo5ar bpgtem Cone;truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.��®�J �G Owner's Name,Address andTel.�o Assessor's Map/Parcel Z_W L 1 A/ �/ C �r-S - Installer's Name,Address,and Tel.No. Designer's Name,Address andTel.No. 0 cC) Type of Building: ��� Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder ) Other Type of Building No. of Persons Showers(1 ) Cafeteria( ) Other Fixtures Design Flow 0� gallons per day. Calculated daily flow ��� gallons. Plan Date 5± U Number of sheets Revision Date Title Size of Septic Tank S73"Q Type of S.A.S. 40 Z STo�e Description of Soil nGc1CN1Na ENGINEER MUST SUPERVISE INSTALLATION AND CERTIFY IN t ,91 J NU Nature of Repairs or Alterations(Answer when applicable) TuE- SYSTEM WAS INSTALLED IN STF12T ACCORDANCE TO PLAN. 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 o Title 5 of the Environmental Code a not to place the sys m in operation ntil a r ifi- cate of Compliance has been i b this Boaz of He th. Z? Signed Date Application Approved b Date! � �- � � Application Disapproved for the following reasons Permit No. / f5 ' Date Issued �`� �lrT� } .., Feed No. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0[pprication for Diopogar *pgtem Con!6truction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Ow er's Name Add s a;ulTel. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: 4-1 Dwelling No.of Bedrooms / Lot Sizesq.ft. Garbage Grinder Other Type of Building No.of Persons g Showers(L-) Cafeteria( ) Other Fixtures J Design Flow T T gallons per day. Calculated daily flow gallons. 75 Plan Date "OG Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. -F.5 44, 0" Z S7irr'E Description of-Soil Nature of Repairs or Alterations(Answer when applicable) a Date last inspected: T ,, `. Agreement: {' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system , in accordance with the provisions o Title 5 of the Environmental Code a not.to plc a sys em in opera ti n ntil a Certifi- cate of Compliance has been iss b this Bo of Health. Z 7/" Signedc-2 Date Application Approved b � Date '` -- � Application Disapproved for the following reasons t Permit No. -W ovle �- Y Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO C,�aI that the On- 'te Sewage Disposal System Constructed(Repaired( )Upgraded( ) Abandoned( )by /'711 C � at �7' �CQ �fglG L r9�yfT��� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit IaTo ° dated 1144 Installer Designer The issuance of this permit sall not be construed as a guarantee that the syst ill ft}tt °as designed�v Date S Inspector j � ---------------------- No. Fee/, THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS loigpotal Otem Cow6truction Verna Permission is hereb ra ted to Constgict( J Repair( )Upgrade( )Abandon System located atc� z 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:Construc o r,Itus, e coo I ed within three years of the date of t 's J Date: Approved by , r fit :: _ I I s A T _ D ?U A Z r D I� JG D Z ®®®MR t i mm i 1 HM t 4�11 [FEE III 21 ff Rim rd n_A T 1 pp*�pp 3 LWl T 1 V 1 q-` k� I W,• k ra r} F 1 I a NEW RESIDENCE FOR-D W. B. DANIELS DESIGNING & PLANNING DON & DONNA PIRES _ LOT 3 OLD JAIL LANE Po Doi 707 .1 BARNSTABLE, MA. W.DENM Ha 040" M 500 760-2003 r?o LA �D N_m O m m r m D O Z >R R 4 r m Tn N_ m m r ELI Q A J3 NEW RESIDENCE FOR I Z W. B. DANIELS DESIGNING & PLANNING DON & DONNA PIKES LOT 3 OLD JAIL LANE po Dox 757 Iv �� BARNSTABLE, MA. b W.DEPIME,ILA 02670 TEL 500 760-2000 3 '(4 e _ 1, r � T -e_ le el g z O z � m Z m 0 Ali m = _ 11 A m ° N O c C C.O Z r p eo y m p. Ell t ^! •a A b l l o !, d = o FIII 4 - a c - _ a z � a F ci -- --------- O � m o' " i A NEW RESIDENCE FOR - W. B. DANIELS DESIGNING & PLANNING D DON & DONNA PIRES LOT 3 OLD JAIL LANE eo BOX 777 �N a BARNSTABLE, IAA. V.DEWS.1LL 02870 TEL 508 780-2009 ;-_______________ • II II {I II I� II II II �I II II II II - II m m O ` Z N o � ¢gg r S A v z a so Ii 6 II i II II �n i'� © vi i i i k " ' i a G i O 0 n ` I _ • I 1 D p NEW RESIDENCE FOR � DON & DONNA PIKES W. B. DANIELS DESIGNING & PLANNING A g LOT 3 OLD JAIL LANE y� BARNSTABLE, MA. as eox Isv b W.DENNIS,WA 02090 TEL SOS'lea-loos I ------------- I py isF � I n� K4mu I I i om"T, AF I I d x D � � I � � u 4i6•LPr.•16•Io.c. v sv I � . Q 1 'g fps I; Q I 9 Fi = vH I I •�� I3 nnm[ I' I I Z I I ivy 1 i r) I; I �m I I �� n 7re•LPr.•16°O.C.I �Dg 1; I I r I HWr I a P.T.N10016.O.C. - I I I I, 11=/6'LPI's•16•O.G. n .O li I / m\ �Rm> \ \ v �v ol IQ yy_ A NEW RESIDENCE FOR DON & DONNA PIRES W. B. DANIELS DESIGNING & PLANNING Io LOT 3 OLD JAIL LANE PO BOX 737 m N BARNSTABLE, MA. Ib I � A.DENNIS.MA 02670 TEL 508 780-2003 H^ 6 rn n 4 !� �a' $• u 77 B $ m � � 9 % S 1ls I =gg pp • � S g a�i 6• g; G FG B Q, P n `• a - #' ego B ; '. p H 4 -ill Jill 0-4 l�8 �§ P d li � �u N n � Hp Y 4 SIN95 3 � 0o _ C��`• q4� $�F4 �g �B F g D NEW RESIDENCE FOR W. B. DANIELS DESIGNING & PLANNING � � DON & DONNA PIRES � T LOT 3 OLD JAIL LANE 0) a BARNSTABLE, MA. eo sox 737 y Jr.DENNIS,W 02670 TEL SOB 760-2003 i i f - 8 — - --- — — _ _-_- - i T -- — -- -_-_- -_-_- — — — — — 1— -;*--- - -- --- z _ - -- ------ ----- —_ —_—_ R p ------------ —_ —_—_— --_—_—_—_—_— —_ ------- _—_—_—_—_—_— _— _—_— -- ----- --- — -- — h+— — - = — — — a F ------- -- — — — -_-_-_ --_ -- — — — — — ---- -—-— ---- — I � — ----+ — — — — _---------- — - - - _-_-_-_-_ --_ -_ 4. XY\ g RESIDENCE FOR W. B. DANIELS DESIGNING & PLANNING D - DON ON & DONNA PIRES $ LOT 3 OLD , M JAIL LANE Po Box��� b BARNSTABLEA. b W.D6NNLS.VA 02670 TEL 508 780-2009 McKean, Thomas From: McKean, Thomas Sent: Monday, May 14, 2007 10:21 AM To: 'djpires651 @aol.com' Subject: 54 Old Jail Barnstable At this time, I have no objections to expanding the leaching facility to accommodate an extra bedroom at 54 Old Jail lane (from four bedrooms to five). The expansion may include an additional leaching chamber and/or additional stone surrounding the leaching facility. A plan would have to be designed by a professional engineer or registered sanitarian. Also a disposal works construction permit would have to be obtained for the proposed construction before any work is performed. i YSTEM PRO VEST SOLE LAGS TOP N. EL. 56.0 ACCESS COVERTO WTTHIN 6' OF FIN. GRADE W TO SCAM AccEss COVER (WATERTIGHT) To ENGINEER: ARNE H. OJALA, PE _ WITHIN 6' OF FIN. GRADE - : DONNA MIORANDI, RS roux - 46.0 MINIMUM .7S OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 44.0. WITNESS:MESS. ' RUN PIPE LEVEL 2' DOU9LE WASHED PEASTONE DATE: MAY 21, 1999 FOR FIRST 2 3' MAX. PERC. RATE '� 5 MIN/INCH. 43.25Ila 3.0' 41.0' CLASS� SOILSP# 9431 EL 46 41.83aF 42.0' 73COO 00004 1 00 C 0000 � ` oL01 ED STONE OR MECHANICAL 2' O O Ci O O O 0 �' O ELEV. ELEV. �SLOPE) 4' COMPACTION. (15.221 [2n O O C O O O O 38.17' " I46.0' DEPTH OF FLOW (7 x SLOPE) Q 54.0 Q • //4 3 " TO 1 1 2" DOUBLE WASHED STONE ' O/A O/A TEE SrM: SL {N1 ET DEPTH - 1Dw SL WAX OUTLET DEPTH - 1 4" 12" 10YR 3/1 8" 10YR 3/1 LOCATION MAP +� B B SL FOUNDATION-- 16' SEPTIC TANK 14' D' BOX 28' FACILITY " SL 30" 2.5Y 5/4 43.5' ASSESSORS MAP 279 PARCEL 36 2.5Y 5/4 51•p ZONING DISTRICT: RF2 EDGE GRAVEL WAY O EL 60 STONEWALL AT EL. 60 C1 YARD SETBACKS: 1 TOP FNDN EL 56.0' SL (UINSUIT.) FRONT = 30' EL 60 33.17 * " 2.5Y 6/4 C SIDE = 15' 72 F SAND ' i � � � � REAR = 15 i - Et C2 PLAN REF. - 502/11 �ARY TO / liI,,. {• � DIVERT RUN-OFF FROM � COS GRAY PROFILE VIEW SWALE AS NECE 2.5Y 6/ 4 1 - 10 / 10 FOUNDATION FLOOD ZONE: C FOUNDATION PatR 108" 2.5Y 6/4 I * CONFIRM !;UITABLE SOILS FOR 5' BENEATH LEACH FA'.:ILITY PRIOR TO ANY C3 CONSTRUCTION OF DWELLING AND ANY F/M SAND PORTION OF LEACH FACILITY. 2.5Y 6/4 N 132" 43.0' 120" 36.0' LOT 2 NO WATER ENCOUNTERED ' T . SEPTIC DESIGN: tGN2wF. DisPasER Nn' r L1_CttEL - ...) _1• CATUV. IS APPROXIMATED FROM QUAD .; 4 110 _ 440 AVAILABLE DRAINAGE DESIGN FLOW: __ BEDROOMS ( GPD) - GPD 2. MUNICIPAL WATER IS UTILITY USE A 440 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" PER FC+OT. EASEMENT + y� SEPTIC TANK: 440 GPD ( 2 = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHC` I 5. PIPE JOINTS TO BE MADE WATERTIGHT. ,9 , o USE A 1500 GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH Mi PROP. 4 v / ENVIRONMENTAL CODE TITLE V. OW:LUHG 7 LEACHING: I &� TOP " F 2(44.5 + 8.83) 2 (.74) = 157 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO SIDES. _ USED FOR LOT LINE STAKING. 44.5 x 8.83 (.74) - 290 BOTTOM $. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. RAINAGE U TY �' TOTAL 606 S.F. 447 GPD 9• COMPONENTS NOT TO BE BACKFILLED OR CONCEALEV P A` / INSPECTION BY BOARD OF HEALTH AND PERMISSION � FROM BOARD OF HEALTH. ! o �� USE (5 500 GAL. LEACHING CHAMBERS WITH 2 NAIL IN STONE AT SIDES AND 1' AT ENDS RESPONSIBLE UTILITY POLE - 6o.1T r IELEV � 10, CONTRACTOR SHALL BE RES D SIBLE FOR I � LOCATION OF ALL UNDERGROUND OVERHEAD UTILF. DIRECT RUN-OFF AWAY FROM GAR, ,� 6 9' l TD COMMENCEMENT OF WORK, TH > �' '�•,. 4IPE / N TITLE 5 SITE PLAN t, PROPOSED' SPOT ELEVATION OF L 0 T 3 OLD JAIL LANE ow 100x0 EXISTING SPOT ELEVATION ®• / IN THE TOWN OF: ` 0 F1001 PROPOSED CONTOUR BARNSTABLE (VILLAGE) . LOT 3 / 43,8 SF 100 EXISTING CONTOUR PREPARED FOR: DONALD PIRES LOT 4 LOT 7 40 0 40 80 120 HOARD OF HEALTH �32 .36 MA SCALE: 1" - 40' DATE: MARCH 21, 2000 APPROVED DATE REVISED 9/12/00 (HSE) I off 505-362-4541 W 5W 352-9M Of Mqs� of MgyJ9(' • C' ARNE down cape engineering, ti� S`P i Q 2000 Inc. D p 1�. o LA yG H. ✓- OJALA CIVIL ENGINEERS rtt 'v'L "' No.2s34 I f,jj N 30792 9p LAND SURVEYORS �" Ago 9 tsTER`�° ,ofcrs H4! NO r 99-- 107 939 main st. gaa4m0uth, ma 02675 AR P.E., .L.S. DATE i TOP FNDN. EL. 56.0' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ARNE H. OJALA, PE ACCESS COVER (WATERTIGHT) TO ENGINEER: WITHIN 6" of FIN. GRADE WITNESS: DONNA MIORANDI, RS ROUTE eA I 42'± MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 30 () RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: MAY 21, 1999 FOR FIRST 2' PERC. RATE _ < 5 MIN/INCH �L0C15 PROPOSED 1500 MAX. SLAB 38 3 GALLON SEPTIC 38t CLASS I SOILS P# 9431 EL. 46' TANK (H- 10 ) GAS 37.4f BAFFLE 37.6' 27.5 F-IC70Ca 0 0000 2' 0SIG-S MIN �6" CRUSHED STONE OR MECHANICAL , M C) 71 0 Cp CI ED ED a 1' 0 EN7)S ELEV. ELEV. RAILROAD TRACKS ( 2 % SLOPE) COMPACTION. (15.221 [23) aS 2 1 1 2 g�,9g [� 0 O Cl CI 0 C� f� C� Q 25.5 Q 54.0' 46.0' DEPTH OF FLOW = 4' ( 7 % SLOPE) Q � TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE °/A OSL INLET DEPTH = 10" SL OUTLET DEPTH = 14 12" 1 OYR 3/1 8" 10YR 3/1 LOCATION MAP NO SCALE B B FOUNDATION- 40' SEPTIC TANK 6 D' BOX 80t LEACHING SL SL ASSESSORS MAP 279 PARCEL 50-4 FACILITY 36 2.5Y 5/4 30" 2.5Y 5/4 43.5' " 51.0 ZONING DISTRICT: RF2 EDGE GRAVEL WAY ® EL. 60 STONEWALL AT EL. 60 C1 YARD SETBACKS: 13' TOP FNDN EL. 56.0' 20.5 * SL (UNSUIT.) C FRONT = 30' EL 60 SIDE = 15' 72" 2.5Y 6/4 F/M SAND REAR = 15' EL 55 C2 PLAN REF. 502/11 PROFILE VIEW SWALE AS NECESSARY TO COS/GRAY 2.5Y 6/4 FLOOD ZONE: C 1" = 10' DIVERT RUN-OFF FROM 10' FOUNDATION FOUNDATION 10$" 2,5Y 64/ * CONFIRMED SU TABLE SOILS FOR 5' BENEATH LEACH FACILITY PRIOR TO ANY C3 CONSTRUCTICN OF DWELLING AND ANY F/M SAND PORTION OF LEACH FACILITY.4/30/01 2.5Y 6/4 N 132" 43.0' 120" 36.0' LOT 2 ENCOUNTERED NOTES: NO WATER E COU NOT ALLOWED APPROXIMATED FROM QUAD � PTIC DESIGN: (GARBAGE DISPOSER 1S ) 1 . DATUM IS _ 440 MUNICIPAL AVAILABLE CF;^I;�P: �E- i � -Fv _r�C-'.�I: 4 - gFnpnnp�S ;(110 GPO) - GPD 2. MUI� �.IPAL WATER 15 UTILITY 440 - c, rin �\ U4�E "A ""' GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8" P`; I'l-OT. EASEMENT / 10 y �J S,_P I IC TANK: 440 GPD ( 2 ) = 880 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 4 5. PIPE JOINTS TO BE MADE WATERTIGHT. �� 8 o / U,.SE A 1500 GALLON SEPTIC TANK PROP. 4 6R .`9 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. DWELLWG o L�ACHlNG; ENVIRONMENTAL CODE TITLE V. T0560pN a F 2(44.5 + 8.83� 2 (.74) - 157 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE SIDES O °`^ Ur / • = USED FOR LOT LINE STAKING. 44.5 x 8.83 (.74) 290 RAINAGE 'CO a IOTTOM. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TH U TY tiry��oN / 'OTAL: 606 S.F, 447 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT / PROP. ASE T 1' "' USE 5 500 GAL. LEACHING CHAMBERS WITH 2' INSPECTION BY BOARD OF HEALTH AND PERMISSION ❑BTAINED NAIL IN C ) FROM BOARD OF HEALTH, O GARAGE UTILITY POLE _,r ELEV = 60.17' \ / _STONE AT SIDES AND 1' AT ENDS 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR DIRECT RUN-OFF TO COMMENCEMENT OF WORK. AWAY FROM GAR, TH�, AS BUILT SKETCH 4" VC / LEGEND TITLE 5 SITE PLAN IPE / � 0 o 100.o PROPOSED SPOT ELEVATION OF L 0 T 3 OLD JAIL LANE A� o / 10ox0 EXISTING SPOT ELEVATION IN THE TOWN OF: 0 100 PROPOSED CONTOUR BARNSTABLE (VILLAGE) LOT 3 PREPARED FOR: S 2g 43,8 5F 100 EXISTING CONTOUR 3 - DONALD PIRE SS , LOT 4 / ,yam LOT 7 40 0 40 80 120 Feet SOILS CHECKED AT LOCATION OF 30 BOARD OF HEALTH S.A.S.4/30/01 M/F SANDS 32 A 38. " = 40' MARCH 21, 2000 � �40- 1 - MA SCALE: DATE: APPROVED DATE REVISED 9/12/00 (HSE) S/O ( A 'gu('(f off 508-362-4541 fox 508 362-9880 �1N OF down cape engineering, inc. �� ARNE A�q CIVIL ENGINEERS OJAL LAND SURVEYORS o NO 2634 939 main st. armouth, ma 02675 " 99-- > O7 Y ARNE H. P.E., P.L.S. *DfTE