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HomeMy WebLinkAbout0041 TOBEY WAY - Health 41 TOBEY WAY HYANNIS A= 246 - 078 " / TOWN OF BARNSTABLE LOCATION / vb SEWAGE# O — VILLAGE �x%S 9SOR'S MAP&PARCEL b ©'I. INSTALLER'S NAME&PHONE NO.� " SEPTIC TANK CAPACITY /roo 64 LEACHING-FACILITY:(type) 6W 61,0 (size) �j Z NO.OF BEDROOMS OWNER 'S PERMIT DATE: / 'c rY I COMPLIANCE DATE: e 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 ✓1 A b M S El c �O lei NI + J r d, i gg i� No. l — l Fee 6. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftphration for Mispo8al *pstrm Construrtiun jhrmit Application for a Permit to Construct(.Repair( ) Upgrade( ) Abandon( ) �mplete System ❑Individual Components Location Address or Lot No. y I _0 b Owner's Name,Address,and Tel.No. Assessor's Map/Parcel _ _ �(,� t Installer's Name,Address . -Tel.No. Designer's Name,Address,and Tel.No. fv\\N� 74 /,h� sv6-yzr 7 i M16AAJ s T 112U- v8-�t 3 4 Type of Building: `j\ , ✓np ult m Dwelling No.of Bedrooms �'� Lot Size /Z t-1_7 S �j'= sq.ft. Garbage Grinder(/VL Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) _q46 gpd Design flow provided y gpd Plan Date Nov_ 1�F 2r i Number of sheets 1 Revision Date Title Sik Size of Septic Tank 1 50U Type of S.A.S. -50() 1p8L (Hc 00=c:) l N (i+- 7 -C, Description of Soil ( - 0^Iv u L u u 9' Z I U t JO 5 �7-132 C. Cr4NW- 65 �8N7 ?'Sy Q Rg 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,9 d not to place the system in operation until a Certificate of Compliance has been issued by this Bo d of ealth. Signed /V Date Application Approved by Date Application Disapproved by 0 Date for the following reasons Permit No. � — Date Issued LlNo. J Fee ri shy THE COMMONWEALTH OF MASSACHUSETTS Entered in co uteri Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for -MispoBal 6pstent Construction Permit Application for a Permit to Construct(�,� Repair( ) Upgrade( ) Abandon( ) E�<omplete System ❑Individual Components Location Address or Lot No. Lq 11 TDbt,7 U Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. e� r—y f�pe of Building: 05krJ`\te , ✓n A Dwelling No.of Bedrooms L Lot Size J•7 L 1:1 S q.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Qyy gpd Design flow provided gpd �T Plan Date Alga 1 Z �,l� Number of sheets 1 l Revision Date Title �j���r �Iuiutr �n�Bf�y-r..,,.e4V Size of Septic Tank Type of S.A.S. °7, oy I,A /l l,, r0" Description of Soil 4 - fmjR !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 Co d not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. r y„ 1 Signed Date Application Approved by �14 ~ r Date Application Disapproved by Date for the following reasons t Permit No. p 1 Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certifieate of Comp lance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(L--< Repaired( ) Upgraded Abandoned( )by at has been constructed in accordance / with the provisions of Tit and the for Disposal System Construction Permit No. D dated Installer Designer #bedrooms L- Approved design flow f'( �� gpd The issuance of t is permit shall not be construed as a guarantee that the system will function as designed. Date Inspector --------------------------------------------- ------------------- ---------.---------------------- --I--v---------- No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstrm Construction Permit Permission is hereby granted to Construct Repair( ) Upgrade( ) Abandon( ) System located at 't , 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 wi hin three years of the date of this permit. � A � •Date � � 4 Approved by Town of Barnstable Regulatory Services Richard V. Scali,Interim Director BARMNIAM'SIZ Public Health Division r Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form Date: 2/5/2020 Sewage Permit# 2/0 M��3� Assessor's Map\P rce1 246/078/004 Sullivan Engineering&Consulting, Inc. �� Designer: Installer: �d✓ �^J &e_ Address: 711 Main Street/PO Box 659 Address: Osterville, MA 02655 On m was issued a permit to install a (date) (installer) 41 Tobey Way, Centerville based on a design drawn b septic system at � Y (address) Sullivan Engineering&Consulting, Inc. dated 11/15/2019 (designer) X I 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 system referenced above was installed with major changes (i.e. 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 constructed mi ce with the terms of the I1A approval letters(if applicable) tN of s j\ S T. �y (Installer's Signature) No civ sse ci sb -`V�; esigner's Signature) (Affix Design 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. Q:\Septic\Designer Certification Form Rev 8-14-13.doc ntrtll.H'1't VN b'VK VERCULLATTIION TEST AND OBSERVATION PITS ,OCATION ' 7 .O ff� NO. 'ILLAGE PAT 2 5�86 PPLICANT FEE DDRESS TELEPHONE NO. (Non-refundable) NGINEER—*It% � TELEPHONE NO. ' ,ATE`'SCH£D cog .a� (A licant's gnature) 9SSESSOR'S�hiAPdi LOT .......................................................... SOIL LOG UB-DIVISION NAME E TIME XPANSION AREA• -YES NO ENGINEER 'OWlT WAjfER PRIVATE WELL BOARD OF HEALTF ti EXCAVATOR KETCH: (Street name,etc.,dimensions of lot, exact location of test holes and percolation tests, locate wetlands in proximity to test holes) NOTES: J� 1N OF A::±�•. 07 Ll 'o � 4 ERCOLATION RATE:_ Z,Z �,' •,,,�� EST HOLE NO: p- ELEVATION: TEST HOLE NO: ELEVATION: 1 - 1 2 2 3 3 4 4 5 5 6 6 7 7 8 8 9 9 10 10 11 11 12 12 13 13 14 .. 14 15 15 " 0 1 0 � t 1 1 I aF— t N I lI 1 { ! /2/.27 S g7- . I � 4 { 1 { Lp7" � y .•t L o7 3 vl I 45'-10" O 2 3 c ��.2' S' 3'-�_ iC fi'�5' o8 N ,Pi'aoIIIIAMwy; O O � Tim d' v Z a IIII � g IIIIm� w' I III v I q 5'-2 3'-4- $ — ,III — ply 5 3 6' III m I I I I m Im I I'I -------1 L;j� 'a El 2 2 ti]ia'F534ia 10 1 -3 t/4 A T-]� 1-21/4- A 59,IC 3/-t• Q o OW !„� GxFlw neat m o — o I I o z z ' 7Pm — I I 7P� I I I I � I � A zee I I I IIIIII I z I I IIIIII � �� I i I III ❑❑ - i----------- I a I � I I I I vv b. I I -----------� 8-5. m3i� is/a'tfisas ia' S 9 0 5 O (n W C) > PROJECT LOCATED AT: NUMBER UAT6 y Z > y o z ECKSTROM HOMES a0 m GAUVIN RESIDENCE o°o DESIGN•BUILD•SELL co .. m 41 T08EYSTREET �.�-� wPc�.x�zow:m ��ro ZONE: N N� =W Area min. 43,560 SF " to h o Frontage (min) 20' Width (min) 100' p Setbacks: o Fron t 20' . NIF Z Side 10' Rosemary Mooney & Rear 10' k . Maria E Vasiliodes FLOOD ZONE: Zones X (Min Flood Hazard) Community Panel No. #250001CO564 July 16, 2014 LOCATION MAP: 121.27' I REFERENCES: 1„=2,000f' 10' N87' 21' 27"W % . ----"- Deed: Bk. 21357 Pg.328 MIN. Edge of Lawn r Plan Bk. 341 Pg. 1 ASSESSORS REF: 5'� .................................. ....................................... 10, -- \ PERC TEST: 19-185 Map 246 Parcel 78-04 PERFO BY:CHARLES ROWLAND,PE- SULLIVAN ENGINEERING Lot 4 33.3' &CONSULTING,INC OVERLAY DISTRICT: 12,475 S.F. SOIL EVALUATOR NO.13586 .t � AP - Aquifer Protection District CU o SED BY:DAVID STANTON,R.S.-TOWN OF BARNSTABLE 3 DIRECTIONS: Q OCTOBER 31,2019 TH- 4 8' i SITE PASSED ll a '�.,� R ESp a End RotarFrom y, Take nis Fthird exollow it onto Scudder in Street to eAve. st - ._ TEST HOLE- 1 EL.26.0 TEST HOLE-2 EL.26.0 21.5 GARAGE. p ru ' Turn right onto Smith Street at the stop sign. NIF SLAB EL. 32�2a�, } p v TBM EI=31.4 ........V0.LAYE 10YR 3/2.. .A/O LAYER 10YR 3/2 James W & I cv o 3' Nail set in avement Continue on to Craigville Beach Road and take p P VERYDARI�G YISHBRDWN. VERYDARI�GRAYlSliBROWN Diane Triant ry 1 �; o O � 10" ORGANICSfS YLO... 25.2 10" ORGANICS/SANDYLOAM 25.2 a right onto Tobey Way # 41 is on the left.. cO 20 �- Bw LAYER I0YR.516.......... ...Btu LAYER 10YR.516.1left. p ,N I MIN � '-PROPOSED , <0 1'ITOVIDE p YELLOWIS BR64rk ...'.. .. YELLOWiSHBROWN WENG CLEA UT T.O.F. EL. 3q.,00 34h 23.2 34' ...... LOAMYSAND... .. 23.2 C LAYER .S Y 6/6 PERC TEST F.F. EL. 34. I OLIVE YELLOW 25 GALLONS GONE IN 10 AfiN. \ BASEMENTT SLAB EL. 24.5t1� 126" MED SAND 15.5 PERC RATE<2 MINAN(LIAR=0.74) \ � •7' ` NO GROUNDWATER ENCOUNTERED 48" C LAYER 2.5 Y 6/6 22. r l 0 Q \ OLIVE YELLOW a \ 126 MEDIUM SAND 15.5 Q PROPOSED NO GROUNDWATER ENCOUNTERED SEPTIC TANK a PROPOSED 1 ' 8 12'-10,, D-BOX Finish Grade _ TEST HOLE-3 EL.2&5 TEST HOLE-4 EL.28.5 3 Max, / MIN. ..A/OLAYER IDYR3/2 ... A/O LAYER IOYR312 `.': 9"Min Compacted Fill S87' 21' 27"E Filter VERY.DARI�GRAYISFI BROWN... VERY.DARIC'GRAYISHBROWN. Fabric 128.21' 10" '.ORGANICS f SANDY LOAM.. �, .... And/or 27.7 10 ORGANICSlSANDYLOAM _ Btu'LAYER OYR.516 BwLAL'ER'1:OYRS/6 1 Pea Stone Paved Drive I ... .. .. ... . 277 •• YELLOWiSH'BRDwN.'..""'.'. 3' YELLOWiSHBROWN... 3/4" - 1 1/2" 30 ..... 26.0 30' .... 26.0 LEACHING Double Washed LOAMYSAND'' L.OAMY'SAND C LAYER Z5 Y 6/6 PERC TEST CHAMBER Stone OLIVE YELLOW 25 GALLONS GONE IN 10 MIN. NIF 132" MEDIUM SAND 17.5 PERC RATE<2 MUVAN(LIAR=0.74) I -4' - 10" Leo J. & Janet M NO GROUNDWATER ENCOUNTERED 36" C LAYER 2.5 Y 6/6 25.5 f 12' - 10" Man fredonia OLIVE YELLOW 132 MEDIUMSAND 17.5 CROSS SECTION OF CHAMBER SEPTIC NOTES NO GROUNDWATER ENCOUNTERED 1.Location of utilities Shown on This PlAn Are Approx.At Least 72 Hours NOT TO SCALE Prior to Any Excavation For This Project the Contractor Shall Make the Required Notification to Dig Safe(1-888-344-7233)and contact Sullivan aWtioerms&Cousulting Inc.(508-428-3344)• See Note 6 (typ.) 2.The Contractor is Required to Secure Appropriate Permits From Town F.G. EL. 27.0* *Final Foundation Grodinq To ee F. Agencies For Construction DeSnedby This Plan. oor ma a ,th Landscape Plan 3.Whenever Sewer Lines Must Cross Water Supply Lines Both Lines Shall 111 LEGEND: DESIGN DATA Flow Equiired Be Constructed of glass 150 Pressure Pipe and Shall 6e Water Tested to Single Family Assure Watertightness. in General,Water Linea Shall be Constructed in InsEL. 24.0 f As Required -4 Bedroom Q 110 GPD Installer Prior EL. CDT Cedar Tree Coordination With Confirm Prior 1500 Gallon No Garbage Grinder With 248 C111R 1.W-ZW&310 CAR 15.W. To Any Work Septic Tank EL. 3.25 Top EL. 23.5 Total Daily Flow=440 GPD 4.A Minimum of 9"of Cover is Required for All Components. H-20 HT Holly Tree Use a 1500 Gal Septic Tank (See Note 5) D-Box L. 99.83 5.All Structures Buried Three Feet or More or Subject rt 2 o DT Deciduous Tree to Vehicular Traffic to beH-20Loading.Itis the Engineers Leaching . LEACHING AREA Recommendation that H-20 Always be Used To Be Installed On f Chamber Aft 440 GPD/0.74(LTAR)=595 SF Required 6.install Watertight Risers and Covers to Within 6"of Finished Grade To a ompac e _ D CT Coniferous Tree Beddin "T"s, .. SidewaIl=2(12.83'+33.5W'=185.3 SF Over Septic Tank Met and OuftD-Box,and One LeachingChamber Inspectio Port, If EttatwraCered Fterribue B..12e...... Bottom Area=(12.83'x 33.59=429.8 SF All coven are to 6e maximum 18"for concrete or 24"Cast iron. - 1 & Baffels All UnsuTtoble.Solis'.iv�thlrt:5' c f:::' Q, Utility Pole Total Provided=615.1 SF 455 GPD 7. tics to be Installed in Accordance With 310 CAR 15.W& °" as Per Title 5 The'.Gute� ar rnate� f Ths 5ysfern: ( ) �P System ,IkA G�i4;t, .. -E- Electric 248 CAM 1.W-7.00 Latest Revision and the Town of Barnstable u� '; .. . -G- Gas LEACHING CHAMBER DESIGN BoardofRealthRegulations. o JOw..II G EL. Groundwater Wetland Flag All Pipes to be Schedule 40. Use 8.All Pupping to be Sch.40 PVC. _ Per Test Hole 7 9 9.D-Box Shall a Minimum Inside Dimension of l2;and a lwnimnm Q DEVELOPED PROFILE OF SYSTEM EL. 5 3-500 Gal. chambers in a c� NILCn Light Post 12.83'x33.5'DoubleWashed Sumpof6. 48168 Groundwater O CB/DH Stone Field as Shown. 10.The Separation Distance Between the Septic Tank inlets and ,a O � NOT TO SCALE Per T.O.B. Standard Outlets Shall be No Less than the Liquid Depth.Not Tees Shall Extend 'P (S TE OHW- Overhead Wires a Minimum ofl0"Below the Flow Line.Outlet Tea Shall Extend 14" < 25 Elevation Contour Below the Flow Line,and Shall be Equipped With a Gas Baffle. S /014AL TITLE Site Plan PREPARED BY: PREPARED FOR: NOTES: 1) The property line information shown was _ Proposed Improvements Engineering & Ba side Buildin , Inc. compiled from available record information.p p y g m At u ivaii consuiting, inc. .3 Bayberry Square 2) The topographic information was obtained ~ ./ h tA, Centerville, MA 02632 from an on the ground survey performed 41 Tob..y Way ay (508)428.3344 • P.O. Box 659 . 711 Main Street, Osterville, MA 02655 on 01/NOV/19. ..y Bamstable (W. Hyannis Port) Mass. seci@sullivanengin.com • www.suilivanengin.com 3) The datum used is Approx. NAVD '88 Draft ASL Field: WHK/CTR 20 0 10 20 40 80 Per GIS Benchmark. v► DATE. November 15, 2019 SCALE. 1" = 20' Review: CTR Comp.: CTR Project: Project #: 98101