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HomeMy WebLinkAbout0061 MARSHVIEW LANE - Health Ckr o'7 , Uv� TOWN OF BARNSTABLE LOCATION 61 /v 2*,r5A v1 e-&J Z J SEWAGE# 2 J .2�2 VILLAGE/1A&SS4-a0S S ASSESSOR'S MAP&PARCEL n?h-a0 9 INSTALLER'S NAME&PHONE NO. Icy�(� TIC. r SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 6C0 cr,))CVo:N�J5 (size) S1!e NO.OF BEDROOMS y ' OWNER PERMIT DATE: COMPLIANCE DATE: 7 1 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 / M%Cow rJ �� Ll NG� 8 I H I� No. 20:2 1 — 7_3Z Fee 1100�c THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftplitatlol-,for Disposal 6pstrm Construction 3pPrmit Application for a Permit to Construct(Repair()o Upgrade( ) Abandon( ) P�'Complete System ❑Individual Components Location Address or Lot No. /vl a t.i e-t,/LW Owner's Name Address,and Tel.No. ,,r4ons .,,,`tff NQISa� Assessor's Map/Parcel 07 M Installer's Name,Address,and Tel.No. Designer's i�e,Address,and Tel.No. / k �y2�� T Sfi i 1/tfCA (�/ I'!y�1��� CokSV b� , Zkc 1V rl _ 5 - � S s��� I-t Type of Building: Dwelling No.of Bedrooms Lot Size ZC ����/^ sq.ft. Garbage Grinder( ) Other Type of Building _f le No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.req fired) ® gpd Design flow provided gpd Plan Date 242/ Number of sheets 1 Revision Date Title /_ Size of Septic Tank S—f,'nC !5^ 6-1/ Type of S.A.S. o Zn Description of Soil T 14 '- Q VS ear,,-,_ /©—�)2 13 46-,4' _32 /20" C 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 Board o ealth. Date a Application Approved by Date , Application Disapproved by, Date for the following reasons Permit No. Zb?I J 23Z. Date Issued No (J . 2-3 t' Fee `Ft 1Vl! THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS �. 01ppliLatlon for BispoBal *pstem Construction joermit Application for a Permit to Construct(L< Repair( Upgrade( .) Abandon( ) E Complete System ElIndividual Components Location Address or Lot No. C, /4a rs4 V)o t✓ �y Owner's Name Address,and Tel.No. IVO 15 Assessor's Map/Parcel 0?4/ad , ° Installer's Name,Address,and Tel.No. Designer's Dame,Address,and Tel.No. VA _)�rcx a .Tcvt s�$-y�^�s3 s�f�-✓28 r+n?Z_ Y i�r.) f- �ohs� (�;R), Inc Type of Building: Dwelling No.of Bedrooms / Lot:Size � Q fir/ sq.ft. Garbage Grinder( ) Other Type of Building �d;n<1 . Fg.•.:1✓ No.of.Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(minir.'required) qCj 0 gpd Design flow provided 7 • 1' 7 gpd Plan Date (I A Z.2CJZ Number of sheets_ E Revision Date Title T:6 P&n 40,r,,.4 � 4 f Size of Septic Tank 15 0J 6R l/(d- C//Type of S.A.S. " �f'� C.a 'L/1�c�rct/' Description of Soil ?` W:. 6�-/8 !c VI-1- 60.ram y /1 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:leen issued by this Board o ealth` - ~ //Signe• '"� Date Application Approved by ( y, I Date 1' 1 Application Disapproved by v Date r 1 �— for the following reasons Permit No. ��? �3�.. Date Issued_�{�1 n, l THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance j THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at ! / /'t?c:,,s 4 ;p 6Q^-e has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.&Zl 232-dated 612,7, 2oz) Installer.A 71R ' OA)2-N r, Designer J(,1,1jeA•-1 F elk- 9 bedrooms '. Approved design flow �/yl?'r`X gpd The issuance of this permit shall not be construed as a guarantee that ttie systemtwill fu on as deXT' p Date 77" (67-;-) Inspector' - =---=No. �Yl�i'T G-J�N---=----------=------=-----------------=----=- Fee /t' V J---•-----.__... ... THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS , Misposal *pstem Construction permit Permission is hereby granted to Construct O"' Repair ) Upgrade( ) Abandon( ) System located at ("'C /10 r Sr!L �w 6C A,-Q and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 k L 2 .. (I Approved by ; J Town of Barnstable Inspectional Services Public Health Division • BARNMBL& • KA81 �$' Thomas McKean, Director i639• p ate° 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 508-790-6304 Installer& Designer Certification Form Date: -7 Sewage Permit# g` 20).(- 232, Assessor's Map\Parcel Designer: JL v A 5hCit7eej,;Af } Installer: JI �,i:�WA) J-e,0e CohJ Cr1-6('4f" Address: 7 /( a,rt s Address: i'�© , )72)0j X1 tr On was issued a permit to install a (d te) Jam/(installer) septic system at r �al'S 4 �i`P�. 6"- based on a design drawn by (address) stn l�Z K �hc, +.&hf 014�,I.,dated (designer) 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. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic stem referenced above was installed with major changes (i.e. p greater than 10' lateral 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 as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system referenced above was construc i ce with the to rms of the RA approval letters (if applicable) �F gss9 HAR T. cya N CIYI n le 's ignatu e s 99 ��o'�F bNAL ( esigner's Signature) (Affix Designers tamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoaldeptAHEALTMSEWER connecASEPTICOesigner Certification Form Rev 8.14-13.DOC FLOOD ZONE: t • . Zones VE Elev. 14' AE Elev. K ° 12, X (0.2% Annual Chance) • ° ° ' • & X (Min Flood Hazard) Community Panel No, #250001 0018 D a July 16, 2014 ♦ •� VCvt ,33 ate. Way 0' Priv - AA ki fan a�� )VVY L=212.7g, R=210.00 Grovel ,goat' \ �6 M a 20, private - -�- - - - _ S` LOCATION MAP: r -7g� - �� r3. (1„=2000t') '- 2 � j6 ZONE: n ~ Existing I each APRrox. Location RF Area (min.) 87,120 SF (RPOD) tq•tie Removed \ / Z F abantbnd as, er �'1 ' \. / \ Paved Drive j \ Frontage (min) 150 \F 310 CMR'15 \ �o�� \ !j �c Width min - TH-1 \ Fron 2 CB/DH (Fnd) S'det150 Elev. 19.62' I ��� Sept'canl� �. // \ d\ o ' Rear 15' "\� \ \ 10�guffe� l ��� To To \ ry ._ . REFERENCES Proposed SAS •. of � `! \ _ See Detail View �Y ( i'�� \ - - Lot�re Deed Bk. 28599 Pg. 345 26,080fSF Plan Bk. 187 Pg. 73 ` v \ 1 Plan Bk. 232 Pg. 107 (for Ways) N _.. LCP 23181 A (for ways) ,� aQ 2 Sty w/f Dwelling \ OVERLAY DISTRICT: \ ` G ,// ! \ AP - Aquifer Protection District M`� t Gen. Shed \ _ ASSESSORS REF: \ \ I , Map 076 Parcel 009 \ \ \ Rinse Overall Plan View � � � - _�� ..� 1\ \ \ \ Deck 1 <y Scale 1" = 20' � � `.. `�• ) 1 0 /�\' \ / Paved Drive Existing Leach Pit ' <3 \ \ r Approx, t2cetiQn, to bpi Removed br,, �. obSndoned as per \ \� 310 CMR 15 \ 10' Min. :\ / , � � \iL �. -._ � � � �.\ •, ` 12.8' \�" �• '` �'3- q�lggq��fU��'op/ch CB/DH (Fnd) 10�(Nii�> �F/ 'n On0 e� \. �� ��� Elev. 19.62' / 7.0' / I Existing Cedar Tree c' _ D-Box l \ \ `� 2J to be Removed \ 3.7'/ / Existing \ 1 \ 1500 Gallon \\ 29.8 ` II \ Septic Tank \ - 2` \ \ To Remain `.70 \ Proposed SAS 3-500 Chambers I in Stone Field ....) i j / Existing Dwelling CB/DHe�, (Fn d) �0 No° Detail Plan View SEPTIC NOTES Scale 1 =" 10' 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233)and contact Sullivan Engineering&Consulting Inc.(508-428-3344). 2. The Contractor is Required to Secure Appropriate Permits From Town Agencies For Construction Defined by This Plan. 3. Wherever Sewer Lines Must Cross Water Supply Lines Both Lines Shall Be Constructed of Class 150 Pressure Pipe and Shall be Water Tested to Assure Watertightness. In General, Water Lines Shall be Constructed in Coordination With COMM Water,and Shall be in Accordance With 248 CAM 1.00- 7.00&310 CAM 15.00. 4.A Minimum of 9"of Cover is Required for All Components. 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engineer's Recommendation that H-20 Always be Used. 6.Install Watertight Risers and Covers to Within 6"ofFinished Grade Over Septic Tank Inlet and Outlet;D-Box,and One Leaching Chamber. All covers are to be maximum 18"for concrete or 24"Cast Iron. PERC TEST: 21-133 7.Septic System to be Installed in Accordance With 310 CMR 15.00& PERFORMED BY:JOHN ODEA,PE- SULLIVAN ENGINEERING 248 CAM 1.00- 7.00 Latest Revision and the Town ofBarnstable &CONSULTING,INC. Board ofHealth Regulations. DESIGN DATA SOIL EVALUATOR NO. 13586 8.All Piping to be Sch. 40 PVC, Single Family WPTNESSED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum -4 Bedroom @ 110 GPD MAY 17,2021 Sump of 6". No Garbage Grinder SITE PASSED 10. The Separation Distance Between the Septic Tank Inlets and Total Daily Flow=440 GPD Outlets Shall be No Less than the Liquid Depth.Inlet Tees Shall Extend Use a 1500 Gal Septic Tank TEST HOLE - 1 EL.21.5 TEST HOLE - Z EL.2. a Minimum of 10"Below the Flow Line. Outlet Tees Shall Extend 14" Below the Flow Line,and Shall be Equipped With a Gas Baffle. LEACHING AREA A LA.YER. .1.OI'R.3/2. . . . . ;_ . . . A.LAYER IOYR . . . . 11. Septic Tank to be replaced if it is found to no longer be structurally sound. 440 GPD/0.74(LTAR)=594.6 SF Required VERYDARR GRAYiSHBRDWN_ ..VERY.DARK GRAYISHBRDWN. . 2 .6)=185.2 SF 18 LOAM.'. . . 20.0 16" . . . . ... . . LOAM. .. . . 19.8 Sidewall= (92 BwLAYERl0YR.4/6 BwLAYER 101R.4/6. Bottom Area=429.0 SF DARK.YELL.OWISH.BROWN.. ... .ARK'YELL.OWISH.BROWN. . ... Total Pro�7ded=614.2 SF 454.5 GPD . . . . . . . .. . . . . . . . . . .. . .. .. .-. . .. . . . .. . . . . ... . . . . .. . . Finish Grade ( ) 32, LOAMY SAND. . 18.8 30" L.OAMY SAND:. . .... 18.6 ' �i - ii= � = C LAYER 2.SY6/6 CLAYER2.5Y6/6 3 Max.MaX C ^M•• ---•-3{{E 3 " V - 3 E LEACHING CHAMBER DESIGN BRDWNrsH YELLOW BROWNISH YELLOW 9" Min Compacted Fill Filter All Pipes to be Schedule 40. Use MEDIUM SAND 120' MEDIUM SAND 11.1 Fabric 3-500 Gal.Leaching Chambers in a 40FF PERC TEST 193 NO GROUNDWATER ENCOUNTERED An d/Or Double Washed 25 GALLONS GONE IN 4 MIN. 2" 118" - 112 Stone Field as Shown. 120'1 PERC RATE<2 MIN/IN(LIAR=0.74) 11.5 - Pea Stone NO GROUNDWATER ENCOUNTERED 3' 314" 1 1/2'° LEACHING Double Washed - CHAMBER - Stone _ r- 4' - 10" _ 15' See Note 6 (typ.) Min. L 12 10 F.G. EL. 22 F.G. EL. 21.3-23.0 EL.' 24.26 3.75' Complies CROSS SECTION OF CHAMBER -� With Flow Equilizers $reakout 20.00 As Required EL. 23.24 Existing 1500 Gallon EL. 22.99 Top EL. 20.60 Septic Tank Installer to Confirm H-20 to Remain Prior to Construction D-Box EL. 19.84 See Note 5 & 11 19.60 Leaching To Be Installed On Chamber LEGEND: Stable Compacted Base Bot. EL. 17.60 CDT Cedar Tree Bedding,"T"s Inspection Port, 1.f Eneaun:t:ered:RemoUe :& Replace C1ri tri:fable: SoaJs HT Holly Tree & Boffels Alt: : aNi:fftr�: :5':::o.f::::: U) a' DT Deciduous Tree as Per Title 5 The O�rfier Perimeter of.the System. _..... CT Coniferous Tree or t EL. 11. 1 afl/ � No Groundwater Utility Pole Per Test Hole 2 -E- Electric -G- Gas �CI��,� . \F DEVELOPED PROFILE OF SYSTEM CIVIL b> Wetland Flag ( n? : >'1 Light Past 5T NOT TO SCALE • E�� rv� C8/DH fiSSIQ�NAL OHW Overhead Wires 25 Elevation Contour TITLE PREPARED. BY. PREPARED FOR: NOTES: SitePlan i) The structures shown were located on the ground Proposed se tic s�/s�/tem • EngineeringFF & by conventional survey methods on 5/17/2021 = /'� p J J 2) The property line information shown hereon was m At consuiting, TIl Edward P. & Melissa A. Nelson compiled from available record information. c• 3) The datum used is NAVD 1988, a fixed mean sea 61 Marshview Lane �5a8,42$-3344•P.O. Box 659 .711 Main Street Ostervilie MA 02655 level datum obtained by RTK GPS performed by Bamstable Mass. � r Sullivan Engineering & Consulting Inc.�Mc'irSt011S MlIIS� seci@sullivanengin.com•www.suilivanengin.com 10-Detail 4) Topographic information was collected using both ri Draft: ASL/CTR Field: CTR/JOD 20-Overall p 10 20 40 5 10 20 gp conventional survey method and RTK GPS on DATE: SCALE: Review: JOD/CTR Comp./Review: CTR/JOD 511 712 02 1. June 8, 2021 AS Noted Project: Nelson Project#• 4100021 I