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HomeMy WebLinkAbout0330 WILLIMANTIC DRIVE - Health 330 Willimantic Drive Marstons Mills A= 103 —084 i I �I TOWN OF BARNSTABLE LOCATION ,,33� ���/y�9N�,G .��- SEWAGE VII'LAGE /�i �i II S ASSESSOR'S MAP/&PARCEL/03 '�y INSTALLER'S NAME&PHONE NO. 479y SEPTIC TANK CAPACITY LEACHING FACILITY:(type)J;,/J/V/r,,1 3d1TJ (size) �OXJa`s� NO.OF BEDROOMS OWNER PERMIT DATE: /— ` `-07 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 ��/z r y3t J o TOWN OF BARNSTABLE �LUCATION .-M6 C. )0Lnaan4%(2- A'2K SEWAGE # t1 j!LAGE ASSESSOR'S MAP & LOT/0 3""CDJ'� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY Z�0 LEACHING FACILITY: (type) � �r�a, �` 7 (size) i5CT Pry- f NO. OF BEDROOMS — BUILDER BUILDER OR OWNER SCC9 Gl / r142'IffZ PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 �� %�vg� �' CL-� S� l� ' �� r , No. . Fee /0 0 1 THEOMMONWEALTH OF MASSACHUSETTS Entered in computer: _� <C PUBLIC° HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zppficotiou for �Dioponl �§p,5tem Cow5tructiou Permit Application for a Permit to Construct( ) Repair/Upgrade( ) Abandon( ) ❑ Complete System WIndividual Components Location Address or Lot No. / ,'r`�f�/ /�i �/�, Owner's Name,Address,and Tel.No. poor -o$y Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms ( 0 S/ ,J Lot Size sq.ft. Garbage Grinder Other Type of Building $ �EK�fi' No.of Persons Showers( ) Cafeteria( ) Other Fixtures ee�� Design Flow(min.requi-ed) gpd Design flow provided gpd Plan Date ` _ Number of sheets l Revision Date Title Q 1, 1? Size of.Septic Tank /gj��1h'f� 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 Certificate of Compliance has been issued by this Bo of e h. Signed Date /"Z 7-OF Application Approved by . .S Date 1—2 Z —O 1 Application Disapproved by Date for the following reasons Permit No. Z O o q V Z Date Issued 2 2 " Z 6 No. d 09"- a t 2.. � Fee /O D THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for )Di!5po!5ar *p5tem cou0truction permit Application for a Permit to Construct( ) Repair(4pgrade( ) Abandon( ) ❑.Complete System Tindividual Components Location Address or Lot No. 3 y f j( ffiAlaw �(// , Owner's Name,Address,and Tel.No. zlallle Assessor's Map/Parcel jjr�Ofr� j > l Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 7/ Type of Building: 2 4/�T U �' C- Dwelling No.of Bedrooms l3 D"I 5/441 Lot Size 9 y% sq. ft. Garbage Grinder (10 Other Type of Building 14e No.of Persons r Showers( ) Cafeteria( ) Other Fixtures LJ Design Flow(min.rerqu'red)A 3 3� gpd Design flow provided �/� gpd' Plan Date / Number of sheets / Revision Date Title S$J7�' �Q -33 6�f/Ik�ll1/��`,L t��• Size of,Septic Tank Type of S.A.S. Description of Soil i 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 Certificate of Compliance has been issued by this Boar&of Health. Signed Date �7,Z a� Application Approved by / •S• Date Z Z — O ` Application Disapproved by/ Date for the following reasons Permit No. Z d e1 I Z. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal ySystem Constructed ( ) Repaired ( P Upgraded ( ) Abandoned( )/e by bar/ ©l©h1/j ��yJ`/ � at ;750� f 11� 144alfl�14f e//—, R..' /has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No. Z.66!3 — n 1 Z dated I Z Installer Designer r,,,, #bedrooms 2 1\cSvA+- Approved design�flow 3 3� ,J/ gpd The issuance of this er +t shaY1 not be construed as a guarantee that the system w 1, function as�d�Jesi fned, t% Date Cl. I�XL g Inspector m,�!//A+i �7?�Y�'�s:'o��-_�a.� ��±r�s.•�_4�RY_.�rr�1�i`i�Jir?�wr.iri�i�r4.r�*r"f VFe /0 No. ✓.>Ori —UIZ 0' THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION —,BARNSTABLE, MASSACHUSETTS lwigozal �&p!gtem Cow6truction 3permit Permission is hereby granted to Construct J/( ) Repair (i/) Upgrade ( ) Abandon ( ) System located at 3;A9 111;71; A el, 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: 7struct'on must be completed within three years of the date of this pe it.Date L0� Approved by �— 4 i S� FROM :down cape engineeringinc .FAX NO. :15083629 880 Feb. 03 2009 09:04AM P1 oy- po6 li Town. of Barnstable Regulatory Services Thomas F.Geilcr,Director 1639. Public 'Realtb Division Thomas McKean,Director 200 Main S(reet,Hyannis,MA 02601 Office: 508-862-4644 I-ax: 509-790-6304 Installer&Designer Certification Form Date: Z ,31 Sewage YermitN �4? /—Z-Asvcwsnr' M 1 /. � y a arcc0d Designer: Q Vd 1#4�, p e. iwq!wu. � Ins�atler: o r• v►� Address: .Ha" � Address:�A IS � • ���[' /�� On_C`�2` __ ���� ,(� was issued a permit to install a (date} installer) w"k system at 330 fit ✓(based on a.design drawn by --—, (address)....- r doted le (d signer) -.... .. ...._.....__ XT certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the: distribution box and/or septic tank.. I ccrtif r that the septic system referenced above was installed with major changes (i.e. greater than 1.0' 1attm~al relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision. or certified ag-built by designer to follow. ARNE (Ins 's Signature) CIVIL No. 30792 0 1ICI S T ` NAL G��G Design 'S' ' Halt► (Affix Desi per.'s Stamp Here) PLL�ASE RETURN TO BARNSTABLE, PUBLIC HEALTH DIVISION CERTIFICATE OF (:OMPLIAN('.,F WILL NOT 13E ISSUED UNTIL BO'PI.1 T1JJ.B FORM AND AS-RNJ1,T C&Rp ARF RECEIVED BY THE BARNWL ABLE PUBLIC HEALTH DIVISIONS TJJANK V013 Q:Hca1WScptic/Dcsig=Cutificatiun Fonts 3-26-04.doc r 3 � 0 WILLIMANTIC DRIVE EDGE OF PAVEMENT — �� ' S39 42 30 E 126.54 i i 030.8 � I F62.1'— — #330 EXISTING I I 2 BEDROOM N RANCH I 50.2' o o PROPOSED I EXISTING °D DDITION. j CONC. PATIO 12.0' 1 d- O � 00 � i 06 EXISTING 14.7 I GARAGE o � M 19.6' I I o O LA S O Z I ILo S EXISTING LOT 30 I SEPTIC N/F LOCATION 82.1' CHILDS 103/85 I LOT 29 20,000± S.F. I . I EXISTING SHED EXISTING BUILDING SETBACK LINE — 33.0, 163 126.54' N/F N39'42'35"W N/ COLEMAN MALI 103/119 103/ F :. Z. �� „ p. r ' � �� �.y�„ � � � °.�C ��' � ._ s E � _ �' �, �,.,,,�� � ���, r`Q .. 27-Jan-06 STREET LOTNO VILLAGE PERC NO MAP AND PARCEL MARSTONS MILLS - ABLE WAY,99 99 MARSTONS MILLS P10,669 046-109 ACADIA DRIVE, 12 12 MARSTONS MILLS P9769 058-013.012 ACADIA DRIVE,31 3 MARSTONS MILLS P9762 058-013.004 ACADIA DRIVE,32 11 MARSTONS MILLS P9768 058-013.011 ACADIA DRIVE,47 4 MARSTONS MILLS P9673 058-013.005 ACADIA DRIVE,50 10 MARSTONS MILLS P9767 058-013.010 ACADIA DRIVE,63 5 MARSTONS MILLS P9764 013-006 ACADIA DRIVE,70 9 MARSTONS MILLS P9766 058-013.009 ACADIA DRIVE,81 6 MARSTONS MILLS P9765 013-007 ARCADIA DRIVE,19 2 MARSTONS MILLS P9761 058-013.013 ARCADIA DRIVE,7 1 MARSTONS MILLS P9760 058-013.001 BARNICLE ROAD,41 61 MARSTONS MILLS P9485 BAXTER NECK ROAD 1 MARSTONS MILLS P9589\ 056-078 BAXTER NECK ROAD 10 MARSTONS MILLS P9090 75-1.X01 BAXTER NECK ROAD 12 MARSTONS MILLS P9197 BAXTER NECK ROAD 13 MARSTONS MILLS P9105 75/A OF 1. BAXTER NECK ROAD 14 MARSTONS MILLS P8855 75-001 BAXTER NECK ROAD 15 MARSTONS MILLS P8856 75-001 BAXTER NECK ROAD 16 MARSTONS MILLS P8857 75-1 BAXTER NECK ROAD 4 MARSTONS MILLS P8897 BAXTER NECK ROAD,265 2 MARSTONS MILLS P8639 75-10 BAXTER NECK ROAD,488 488 MARSTONS MILLS P8385 75-38 BAYBERRY LANE, 158 158 MARSTONS MILLS P1165 BERRY HOLLOW DRIVE, 77 MARSTONS MILLS P8326 045-048 BERRY HOLLOW DRIVE, 78 MARSTONS MILLS P8327 045-047 r i 7-1 � L _ - I -FHL i LT- I� i LE�r ;:::i,eyA-nooJ READ -:F�L--T-vIrT1e)/J T f - FM --- u LM 7,eo,v7' ErLeVAT-70nl �ZI�NT �c,EUn ionl N/✓/yLLc`j Ann InoO /7LAnJl g/zo aj�-aF 1 SCALE: / APPROV ED BY: DRAWN BY (//f DATE: .a P_O REVISED B-/&-oy Y SN ARoA) n�1 c oN=-JbHhJ ��J 77, M - DRAWING NUMBER /OT--3 v_ In o ig z FW 3°r.��g RK / Y w/4 ao&,8 u� F� E� � a 2 1 `� A P-51 � 0 L r-r `\I a Gb.a 7. T-TG CTyN� GRIP CLIP y' M//U. LVW&Ps% � pQ„ R L+FoP- 13oL,T P�2 v I i coDV 3-.ax/0 61PADI- T�S 'v2 2S 6/RT� a2. �V,ST Gam' kAL Lv. tw�5 g ^ x 3/ O A I goa ?� r'3D .3D" O; LZ 1 a rN � 3%a"Gonl�. t 5+ ' r' _ QO - F a u 2 ,'oc �x Gov o 6"oc a ���/-"DC e- io'oc r 9 LrNWm 'l Nj IJ EXI�'r ('I PC To CAP-1�(_ 13W. U5� 'Fo e INTERIOR rU F70�'j - i ACCESf C,VT 4- LA2GE �9 �/4efJCN �.01 Ekr5T7NG �ITGf1r✓n� - W I a W n }r ALL o° IYSIDE �LDO P- pL AaJ yCA Lt / I -O Ru1OOAT7orJ PI-Ztj I � I f i N4ULJa'T1nN ��, IG£+.CdA-rC2 3 ,4Lc, EDGEy t -F' VALt C� x 1 15 df FELT o V E 2 mRTGN A-F?�Pj 5 NOT�17 RVI�DNvT.Et+n GOND Te1•P y OFT/:/�T�V£NT 1 rb�V - L -c ' ,4P� AyD�-D a- n/ s —!X,(o /x3 RAV F �1d .9C yPou — Ix6 FA_5C 4t- mA-,cA/ Pan? /GROG, ti ix8 )x'V F/L/EZi ,oP-n0v,4j z a__ax.y la 0, SHIXC&LE 5"7TaJ,t- A5 .SHOWO i ��' ax.y � �� hZt JtQOa_ P&DSGEDAP GLAPP---AKA U 3 SIIDE is �`C h rb r~�vv r- omp GIJX. Pc�, Lily" L u z w/ ws NL Tt6 S vQ FL. 6 L N I t s \ 1X.5 1 x5 C'bc>y NO TP_i/�t�D(J . GP„1-W55 t_aX ax8 E/("OC TJu /x5 s8 N � J-ENT PLEP-cDpf $_'.CO/�C, W��4y W1/ 'ice 8rr air Du•q i G.4-y° /- y'/nliv. &T--LOto GDP X A.NG1f0:2 LOGT P�lz Goa-E ----.. i .( "UDOW-f ExTEe2ioA, . DOOR 5;CpeDute Num6£2 20. ., .. 6GAy GiTE A A R.s r ... __ C. 1/ AI JO68. . ✓YGT ._. l i L7 D AP23.1........ ..._ '" _ --..3=0%4. la s ' (,L G avva a -c�bt ao3a a-a' S x 3-y r a !aX Is r m IPAG 3 OF 3 SHALL SYSTEM PROFILE M ALL WITHCMAGNETIC TAPE OR BE NOTES (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROXIMATE NGVD ACCESS COVERS TO WITHIN 6" OF FIN. GRADE PROVIDE INSPECTION PORT TO WITHIN 3 I (SEE VENT NOTE ON PLAN) ",OF FINAL GRADE 2. MUNICIPAL WATER IS EXISTING TOP FOUND. EL. 91.3' \ 90.0' MINIMUM .75' OF COVER OVER PRECAST 2X SLOPE REQUIRED OVER SYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST PRECAST(��° UNITS TO BE AASHO H- (� �o 88a1'±2'04"0SCH40 PVC 2" DOUBLE WASHED PEASTONE 5. PIPE JOINTS TO BE MADE WATERTIGHT. a'scHao PVC IPES LEVEL 1ST 2' OR GEOTEXfI E FABRIC **EXISTING 1 86.0' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE 1�0 *EXISTING t0• 14" :y WITH 310 CMR 15.000 (TITLE V.) os EXISTING TEE SEPTIC TANK TEE 86.7 J85.7r' 0000o00000 0 85 5' 2.8' AT SIDES 7• THIS PLAN IS FOR PROPOSED WORK ONLY AND _0000GAS BAFFLE r^ FOR LOT LINE STAKING OR ANY NOT TO BE USED2' 0.8' AT ENDS OTHER PURPOSE. Middle 85.53' �o o 83.5 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Pond DEPTH OF FLOW = 4' 9. COMPONENTS NOT TO BE BACKFILLED OR Hmxbftx TEE SIZES: 6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 1/2" DOUBLE WASHED STONE CONCEALED WITHOUT INSPECTION BY BOARD OF Pond COMPACTION. (15.221 [2]) 4 H-20 3050 INFILTRATORS HEALTH AND PERMISSION OBTAINED FROM BOARD Pond INLET DEPTH = 1�_ ( ) 10 OF HEALTH. OUTLET DEPTH = 14" 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LOCUS MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & (2.2 X SLOPE) (-!-X SLOPE) 77.5' BOTTOM TH-1 OVERHEAD V WORK. UTILITIES PRIOR TO COMMENCEMENT OF SCALE 1"=2000'f NO GROUNDWATER FOUND LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 103 PARCEL 84 FOUNDATION EXISTING SEPTIC' TANK 45' D' BOX 5' FACILITY SHALL BE REMOVED 5' BENEATH AND AROUND THE *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL **THE INSTALLER SHALL CONFIRM MIN. PROPOSED LEACHING FACILITY. LOCUS IS WITHIN AP OVERLAY AND UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS SEPTIC TANK SIZE AT 1000 GALLONS \ P (� 12. EXISTING LEACHING FACILITY SHALL BE PUMPED PARTIALLY IN THE GP OVERLAY DISTRICT PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM AND ITS SUITABILITY FOR RE-USE V \ AND REMOVED OR PUMPED AND FILLED WITH CLEAN (SEPTIC SYSTEM IS WITHIN AP OVERLAY DISTRICT ONLY) LEGEND VARIANCES FOR SEPTIC SYSTEM \ REPAIRS WHICH MAY BE IMMEDIATELY \ �� 99- EXISTING CONTOUR GRANTED BY THE BOARD OF HEALTH X 99.1 EXIST. SPOT ELEV. AGENT OR BY HEALTH INSPECTOR \ �� 3' WIDE SELF CLOSING GATE S9 PROPOSED CONTOUR PAPERWORK AND HEARING REDUCTION TO MATCH FENCE W/ �I LATCH ON THE INSIDE \ [98•+] PROPOSED SPOT EL. OF HEALTH PROPOSALS APPROVED BY THE- BOARD BLIC OPENING OUTWARD Fpc SYSTEM DESIGN: HEARING HELV ISED DURING A D ON NOVEMBER15U2005 4' HIGH \ \0A, TEST HOLE \�� p��� �O GARBAGE DISPOSER IS NOT ALLOWED 2� SLOPE OF GROUND 3) FAILED SYSTEMS ONLY - SOIL q� 26S \ �0 DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD ABSORPTION SYSTEM INSTALLATIONS �940 cia, UTILITY POLE PROPOSED MORE THAN THREE FEET ��w�' / \ USE A 330 GPD DESIGN FLOW FIRE HYDRANT BELOW GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) AND WITH \ SEPTIC TANK: 330 GPD (2) = 660 n M ►Idr ALL SYMBOLS MAY APPEAR N DRAWNC BUT IN NO CASE SHALL N. � ** H-20 LOADING, tx \ RE-USE EXISTING 1000 GAL. SEPTIC TANK THE SAS BE LOCATED MORE THAN FIVE o FEET BELOW GRADE. �h� / TEST HOLE LOGS LEACHING: y'EXISTING 2 BR SIDES: 2 (30 + 10) 2 (.74) = 118 GPD ENGINEER: DAVID FLAHERTY, R.S., SE2755 DWELLING BOTTOM 30 x 10 (.74) 222 GPD BENCH MARK - CORNER OF J� GAR. TOP OF EL. 91D3' / ' .WITNESS: DONNA MIORANDI, R.S. � � CONC. P v- S• TOTAL: 460 S.F. 340 GPD CONCRETE PATIO EL. = 90.8 �Q` ATIO I NE DATE: JANUARY 12, 2009 J�v`' ] *DOORS SHALL OVER USE (4) STANDARD "3050" INFILTRATORS PERC. RATE _ < 2 MIN/INCH ��P x BE ALARMS COPER DE WITH 0.8' STONE AT ENDS AND 2.8' AT SIDES BUILDING12455 PROPOSED a I CLASS I SOILS P# 90 34'X16 N SWIMMING POOL LOT 29 ELEV. 2 ELEV. x S-8.5' DEEP 19,998f SF MA 0" 90.0' 0„ 90.0' -� TH-2 , LP W APPROVED DATE BOARD OF HEALTH /LS /L S �i 00, p +��-3 WIDE SELF CLOSING GATE 10YR 2/2 10YR 2/2 x TO MATCH FENCE W/ TITLE 5 SITE PLAN , ,.:• LATCH ON THE INSIDE, f 13" 12" } ;' 9 \ OPENING OUTWARD OF • + 4' HIGH i i 330 WILLIMANTIC DR. LS LS ':►; j \ o (MARSTONS MILLS BARNSTABLE, MA 30" 10YR 5/6 87.5' 32 10YR 5/6 87.3' �� � 4' PICKET FENCE, OPENINGS '�• <4" BETWEEN PICKETS PREPARED FOR c 1 c 1 BORTOLOTTI CONSTJ /L /SL PROVIDE VENT WITH CHARCOAL FILTER SCOTT MANLEY AND BUGSCREEN (FINAL PLACEMENT 52" 85.7 2.5Y 7/4 2.5Y 7/4 WITH HOMEOWNER CONSULTATION) 12 SHED DATE: JANUARY 16, Zoos ,+ 50" 85.8 6SQ, C2 C2 off 508-362-4541 fax 508-362-9880 PERC UNSUITABLE MATERIAL downcope.com MCS MCS X�"OF Mqs ��`` Mgssgay down cope engineering, inc. S90 o ARNE H �N o� ARNE �11 OJALA civil engineers 2.5Y 6/4 " 2.5Y 6/4 o� H. C1vIL N land surveyors 150 77.5 120 80.0 OJALA c (30 „ No.26348 939 Main Street ( R to 6A) NO GROUNDWATER ENCOUNTERED Scale: 1 = 20 ��' E �`' YARMOUTHPORT MA 02675 9-006 0 10 20 30 40 50 FEET (11_��SV E H. JALA, P. ., :L.S. DCE #O 09-006 BORTOLOTTI_MANLEY.DWG (DDF)