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HomeMy WebLinkAbout0088 WATERFIELD ROAD - Health 80 Waterfield RfM> Osterville A= 119 025 a TOWN OF BARNSTABLE C LOCATION �� t' l °`' l SEWAGE # 100 1 VILLAGE- �7`�Q ��� l vu ASSESSOR'S MAP & LOT A INSTALLER'S NAME&PHONE N0. W 11J* .5 J601 RIA 6 SEPTIC TANK CAPACITY 15 o0 LEACIENG FACILITY: (type) r (size) 330 X Z66 Y- NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: 7 COMPL ANCE DATE: lU 1 I l I n 1 Separation Distance Between the: a' 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 35 71 Fee 1 No. ; THE COMMONWEALTH OF MASSACHaETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Diopozaf *rwm Cow5truction 3pernait Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) Complete System ElIndividual Components Location Address or Lot No. Owner's N e,Address and Tel.No. 5 +t 'ISD&&V�3R&� ^C $ Assessor's Map/Parcel j /Q/ © � /J,Q. i/SMAIA Ij ^(1 b am , ss an M. /T(el.No. De ne's am ,Address Tel.M. Ito Ike L� ' Type of Building: j d Dwelling No.of Bedrooms J — Lot Size sq.ft. Garbage Grinder( ) �! C Other Type of Building 1q,01M G No.of Persons IT Showers(/) Cafeteria( ) 3 Other Fixtures oeae1460 swY, 70,64?T o AJ 5JWG_X l� Design Flow Jo gallons per day. Calculated daily flow �� gallons. Plan Date Yll'blPt Number of sheets f Revision Date (o 4Q Title T Size of Septic Tank I M 00 61K—. Type of S.A.S. C `� Description of Soil Q.,6 " L'6/'�,/�017 f/ J191VIO es _ x (uy,2 /1 7-2- > 5 ft/b Nature of Repairs or Alterations(Answer when applicable) N MAJ Date last inspected: Agree nt: e undersigned agrees'o ensure the construction and maintenance of the afore described on-site sewage disposal system in ccordance with the provisions of Title 5 of the nviro mental C and�noace the system in operation until Certifi- ate of Compliance has been is is of H, th. • Signed t� Date ell,�/_O/ Application Approved by Date Application Disapproved for the following reasons • ��, Permit No. �:)C�D\— (0 1 ' Date Issued 0 1 _ . 9 No. Fee -� `- Entered in computer:✓ THE'}COMMONWEALTH OF MASSAC_Rl TTS Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS 2p phratton for �Nopogal *pgtem Congtruction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) Complete,System O`Individual Components ..�� Location Address or Lot No. \ Owner's N e,Address and Tel.No. Ts g Assessor's Map/Parcel / /Q/ou �L 4 r. #; D/ .d�i/l'IX SI-tej yowl nb Nam , ss and Tel No. Design's 14ame,Address d Tel.,No nType of Building: s o Dwelling No of Bedrooms Let Size M 4/ sq.ft. Garbage Grinder( ) C Other Type of Building No.of Persons 3 Showers(/) Cafeteria( ) Other Fixtures k/7e_14UAJ sw K, 7 o144yT ., 6 t"y 5/kxJ G�/i¢56/Cs� Design Flow 3o.- t . gallons per day. Calculated daily flow - �. allons. Plan Date I b �. Number of sheets Revision Date" 'Title 11 S 5T /74 _ Size of Tank Q Type of S.A.S. '" — �1 c / `� 'Description of Soil; D �/ ����� Sr�ri,� �( .�.�"JJ- �' ZCs:�1'��{`.� �)'x Lyy L may,, Nature of Repairs or Alterations Answer when applicable) G y� ✓ 7�7(i✓/ '' ' � . P ( PP � ) Date-last inspected: U/V P A reeTent: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system 1 ccordance with the provisions-of Title 5 of the nviro�tmental C` and not o place the system in operation until Certifi- �ate of Compliance has been issu this B of H lth. 1 Signed p, Date � l Application Approved by Ls •�' ic_ Q Date Application Disapproved for the following reasons d Permit No - l0 1 15� Date Issued 911 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site'Sewage Disposal System Constructed()(,)Repaired( )Upgraded( ) Abandoned( )by at has been constructed in a cordance .with the provisions of Title 5 and the for Disposal System,Construction Permit No.,'b ! (n _dated cT Installer Designer _ 3 The issuance of tPis permit shall not be construed as a guarantee that the system will Unction as esig ed. Date ��1� 2 o 1 Inspector ;ol. t 1 Ulu No. 9�'� �f>� b Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS 30tgpogal *pgtem Congtructton Permit Permission is hereby granted to Construct(X,)Repair( )Upgrade( 1 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 Permit.-• Date: 9 Approved by ��� ��.- 5 ti .; gh -. a -}fir 7R.3 318.ahv e. n7 Hf.•r _1rv °u`�3r-i �"v' �¢ .`�-�' hyd +yam' t Pfit u,�"-a. 1s`1.P .. J"�� ' -q, O TOWN F BARNSTABLE .. ,k LOCATION $IS 1,y 144,e r -i-j L Id SEWAGE.# �. va..LAGE S�P� r i I C� ASSESSOR'S MAP,'&LOT INSTALLER'S NAME&PHONE NO. � SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (Size) 3b X ZU6,-Ya NO.OF BEDROOMS 2` xlc�X a' w1S BUILDER OR OWNER PERMITDATE: `1 COMPLIANCE DATE: �1J I °I O 1 Separation Distance Between the: Maximum Adjusted Groundwater Table'.to the Bottom of Leaching Facility Feet: Private Water Supply Well and Leaching FaciLt tlf:any wells east on site or within 200 feet of leaching facility) Feet ;; Edge of Wetland and;Leaching-Facility(If any wetlands exist wittun 300:'feef of leaching facility) Feer Furhished by. ZA iL j . .. ...:: . .... g i yOd3O4 P _ 02 s Town of BarnstableBarnstableuts Department of Health,Safety, and Environmental Services Public Health Division •'. Si Date •aA1t J67 Main Street,llyannis MA 02601 mwaa LARM I.[q p. FontKt" Date Scheduled 1 ` Time ��V Fee Pd. oil Suitability Assesstnent for .Sewage Disposal Performed By: Q (AA r 5 A Gbt-/ Witnessed Fay: : a-CA ,'T1ON. c GENERAL: FORMATION. L ocationss O� D OAb O er's Name SuL`V�p� /QA,r}`�� (-� VVt' t1 Addre s r t A r Sn r+�� a t; Lo C,u 5 /Parcel: ��� /P 0Z5 Engineer's Name GOAC't"' AL f_Et"&' NEW CONSTRUCTION X` REPAIR r �j Telephone N Go$ Land Use ...._ 1t f �'DFa.I�AI., .Slopes(^/o)-- �OIFJ Er' Stones Distances from: Open Water Body Z C It I•ossiMe Wet Area� _ 1 �� It Drinking Water Well ZOO* n Drainage Way l00't it Property Line eft.._ t/J _R .Other n SKETCH: (Street name,dimensions of lot,exact locations of lest holes&Pere tests,locate wetlands in proximity to holes) 201 �12oI �o�k1'1 ED L4] Parent material(geologic) l' Depth to Bedrock 3Q Depth to Groundwater: Standing Water in Hole: �o�E Weeping from Pit Face Estimated Seasonal High Groundwater �0 DETE�NATIONI+OR=SEASONAL HYGH WATER:TABLE Method Used: 1.1 . . .,..... Depth Observed standing in obs.hole: in. Depth to soil tnottles: Depth to weeping from side ofobs.Role: in. Index Well t7 Rradina Date: Index Well level °t. Groundwater Adjustment n " ------ ._.—_ Arl,i.factor_._ Adj.Groundwater Level PERC(�LATTOF�I TEST tl - ! Time C Observation I Hole a Time at 9" Depth oC Perc • ^ Time at 6" _ Start Pre-soak Time C V :t7 0 Time(9"�") Find Pre-soak Rate Min./Inch ZJ Site Suitahility Assessment: Site Paused Site Failed: Additional Testing Needed(Y/N) Original: Pllhlic health Division Observation Hole Data To Be Completed on Back---•--j Copy: Applicant Aug-04-00 12 = 40 BARNSTABLE HEALTH OEPT 5087906304 P _ 03 DEEP::0131EY2!VATI.OtV' IOZ,E ;OC:, Yole:# Depth fmm Soii Floriznn Soil Texture Snrl Color Soil Other Surface (USDA) (Munsell) Mottling (Structure,Stones, Unulderes. Y - enev.% �ravcll oAmI Qi.tt> p lZo� v&0 (YtVlJrrl, AraO SG DEEP:OBSERVATION:HOLE LOG Depth from Soil Horizon SoH Texture Soil Color Soil Othcr Surface(in.) (USDA) (Munsell) Mottling (S(nreture,Stones,13oulderes. m e -Z5 vel loam-'-y G 116 A W 0 SL r. DEEP OBSERVATION.1101,E L OG Dole# Depth(ram Soil Horizon Soil Texurrc Soil Color Soil Olhcr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones, r3ouidcres. nsisterlcv % Gravel) DEEP OBSERVATION HOLE.LO.G Hole# Depth from Soil I lorizon Soil Texture Soil Color Soil 011rcr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Bouldcres. (Uistcncv."/a Gravel) I Flood Insurance Kate Man: �/ Above 500 year flood boundary No- Yes Within 500 year boundary No Yes Within 100 year hood boundnry No Yes e tlt of Naturally Occurring Pervious Material Dues at least four feet of naturally occurring pervio s material exist in all areas observed throughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious tnaterial? Certification q I certify that on _'� ( (date) i ve passed the soil evaluator examination approved by the Department of •nvironm ntal Prote on nd hat the above analysis was perfor ed b me consistent with the required tni expe 'so an pe c e described in 310 CMR. 15.017. Signature Date lJ Q ' a. LOCUS .DEEP 013SER VA TION HOLE LOGS NO SCALE PLAN RE FERENC ESTIMATED HIGH CALCULATION (USGS/ccC METdOD) N /A DEEP OBSERVATION HOLE 1 EL 99.1 PLAN BOOK: 78 PAGE. 109 to DATE OF TESTS: AUGUST 9, 2001 INDEX WELL ZONE DATE: APRIL 15, 1947 DEPTH FROM SOIL SOIL SOIL COLOR SOIL PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP SURFACE HOR Z TEXTURE OTHER g (MUNSELL) MoTTIjNr. :, s; -IN THE C HORIZON IN DOH #1 DATE OF READING: DEPTH TO GROUNDWATER: ASSESSOR'S MAP 119 PARCEL 21; ON 6" A LOAMY SAND 10 YR 3/2 NONE HTNESSED BY JOHN G. SCHNAIBLE, CEC GROUNDWATER lVEL ADJUSTMENT- GLENN HARRINGTON, HEALTH AGENT 6' - 32* 8 LOAMY SAND 10 YR 5/6 NONE NO GROUNDWATER ENCOUNTERED ACTUAL GROUNDWATER LEVEL 0 SITE: EL= 32" 120* C SAND 10 YR 7/4 NONE LOOSE, MEDIUM ES11MATED (MAX.) HIGH GROUNDWATER LEVEL EL= SAND tp PERC AT 61r NO GROUNDWATER ENCOUNTERED OVERMLLIEV MASSr, DEEP OBSERVATION HOLE 2 EL = 99.6 KEY.' MAP NO SCALE, DEPTH FROM SOIL SOIL SOIL COLOR SOIL SURFACE HORIZON TEXTURE (MUNSELL) MOTTLING OTHER ON - 5" A LOAMY SAND 10 YR 3/2 NONE 5m - 25* 8 LOAMY SAND 10 YR 5/6 NONE 25" 125* C SAND 10 YR 7/4 NONE LOOSE, MEDIUM ASSESSOR'S MAP 119 SAND PARCEL 15 LOT 4 NO GROUNDWATER ENCOUNTERED DESI GN CALCULA TIONS LEGEND GV DESIGN FLOW: 3 BEDROOMS AT 11660 AY8500 D F ppgtME141 POLE BENCHMARK:EDGE #3Q1IS 77NG TOP OF CONCRETE BOUND EX 330 GPD X 200%- GALLONS AY USE GALLON SEPTIC TANK, MIN. ALLOWED A 29.5 'L x 10 'W. x 2 'D. LEACHING CHAMBER CAN LEACH: MINE 4ii ELEV.= 102.2 (ASSUMED) 0 CATCH BASIN Vt 29.5 2 ) 2 1 x .74 + 129.5 ( 10 x .74 + 110 ( 2 ) 2 x .74 = 335.2 GPD G CESSPOOL ov INSTALL ONE 1 29.5 'L. x 10 V. x 2 'D. LEACHING CHAMBER Vt 335.2 GPD > 330 GPD REQ'D. ONE 1 w ASSESSOR'S MAP 119 M GAS VALVE 1500 GAL SEPTIC TANK, MINIMUM ALLOWED PARCEL24 ONE 1 DISTRIBUTION BOX 5 OUTLET) w wv wv LOT 13 WATER VALVE -.4 S) # q, UTILITY POLE o y' Y�i ILI NO TES OHW— OVERHEAD U11UTY LINE 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 4�i A :4, ­1 . ASSESSOR'S MAP 119 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF -)Do CONCRETE BOUND PARCEL 52 PROPOSED THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT 4Xw —1500 GALLON STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON M. LOT J ANY 'k ANK G GAS MAIN SEP77C T COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST PROPOSED -goo_ _ COMPLY WITH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. WATER SERVICE —W WATER LINE 3) PRIOR TO SETTING MY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER DOH #2 - -loo- - CONTOUR AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, C5 4 ALL GRAVITY SEWER PIPE SHALL BE 4' DIA. SCH 40 PVC UNLESS OTHERWISE STOCKADE FENCE EXISTING NOTED. THE MINIMUM SLOPE OF 4� DIA. SCH 40 PVC SHALL BE 0.01 FT/FT. WATER SERVICE D-BOX X 5) NO PART OF fHIS DESIGN SHALL BE ALTERED WITHOUT PRIOR APPROVAL STONE-WALL RMVE FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR ARFA TO CONSTRUCTION. iRT EXISTING C', 10 PROPOSED CONTOUR 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES IN— WATER LINE CHANGES IN DESIGN. c -PROPOSED 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND 9.5L x 10 V. x 2`D. UTILITIES PRIOR TO EXCAVATION AND SHALL PROTECT UTILITIES WITHIN THE WORK AREA DURING CONSTRUCTION. ov ASSESSOR'S MAP 119 LEACHING,CHAMBER PARCEL 26 EXISTING CESSPOOL n1f 8) THE EXISTING SEWAGE DISPOSAL SYSTEM (INCLUDING CESSPOOLS) SHALL BE LOT 15 PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED (SEE NOTE 81- 10# HEIRS OF ESTATE OF WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN GARFIELD CROCKER COARSE SAND. LOT 14 ASSESSOR'S MAP 119 PARCEL, 25 AREA 16,446 S.F. INSPECTION NOTE ONE (l)- 29'-6"L x 10'W x 2'D LEACHING CHAMBER CONSTRUCT PLAN BY PLACING THREE 8'-6* x 4'-10* x 3'-0* LEACHING CHAMBER THE STATE ENVIRONMENTAL CODE, TITLE, 5, REQUIRES INSPECTION(S) UNITS END TO END WITH 2'-0m STONE ON ENDS AND 2'-7- SCALE: 1*= 20' OF THE SEWAGE DISPOSAL SYSTEM BY THEVESIGN ENGINEER. STONE ON SIDES. (USE 500 GALLON LEACH CHAMBER UNITS AS THIS AREA IS SERVED BY TOWN WATER) INSTALLATION CONTRACTOR MUST NOTIFY THE.QESIGN ENGINEER TOP OF FOUNDATION MANUFACTURED BY SHOREY PRECAST OR EQUAL). PRIOR TO THE START OF INSTALLATION FOR DISCUSSION ON L. 101.00 1 REQUIRED INSPECTIONS. RAISE COVERS TO WITHIN 6* 160 40 OF FINISH GRADE ........................ FINISH GRADE---,,, (IN FEET) ��f j�'�,�j�/,l�i��,�`;~�,/ V MIN. 'Xv- N OBox s MAX. MINIMUM D80X INSIDE 3. MAX DIMENSIONS 12" x 12 DROP-2* MIN 4' DIA SCH 40 PVC PIPE 3* MAX FLOW LINE 40 Pvc PIPE 2' LAYER OF 1/r 4* DIA SCH 40 PVC PIPE 10 SEE INLET IM- f 01ARAHM ' l TO 1/2- STONE UQW DEPTH KTIM TEE OUTLET PIPE OR FLOW 26-0& D'BOX 15M GAL LEVELER INVERT EFFECTIVE NO. DATE REA" by. SEPTIC TANK DEPTH BOTH 9640 PROJECT NO. W/SANITARY TEES OtEf::)� 3/4' TO 1 1/2 STONE SHEET TITLE ALL C15494.00 COMPACTED BASE W/ 6* CRUSHED STONE THE MINIMUM SLOPE FOR LAYER OF SEWAGEDISPO'Q AL . S YSTEM P LIAN 4* DIA SO4 40 PVC E i 2-7" 4*-10* 2'-7* DATE ALL PIPE IS 1/8* PER FT I- , 1_0 C14 FOR AN NEW RESIDENCE COMPACTED BASE GAS BAFFLE USE o 8/16/01 W/ 6- LAYER OF 'TUF-TITE' OR 10' mo NOTE: PROJECT DRAWN BY END VIEW CRUSHED STONE APPROVED EQUIVALENT LINE(S) E)OTING D-BOX MUST REMAIN ^0 lo 0 MAH/PK LEVEL FOR 2*-0* BEFORE PITCHING 0 0 THE INFORMATION HEREON HAS BEEN PREPARED ACCORDING TO DOWN TO LEACHING FACILITY THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMENTAL CHECKED fff LIQUID DEPTH Oum im DEPTH Orly 10' MIN ............. BELOW FLOW LINE 10! 12- ESTIMATED DEPTH I CODE FOR SUBSURFACE DISPOSAL OF SANITARY SEWAGE AND MURPHY RESTORATION & REMODELING 1519M I NO. 4 FT 14 INCHES LONGEST RUN TO GROUNDWATER IS > 20 FT '041 LOCAL BOARD OF HEALTH REGULATIONS. � ew 80 WATERFIELD ROAD OSTERVILLE MA Cl 5494.dwg 5 FT 19 INCHES 29'-6" 6 " 24 "IS 7 FT 29 INCHES V, COASTAL ENGINEERING 'AW".7, COMPANY, INC. X>04 G, DETAIL OF LEA CHI NG CHAMBERS PROFESSIONAL ENGINEERS & LAND SURVEYORS SS- 11 40. SCHEMA TIC FLOW PROFILE NO SCALE 260 CRANBERRY HIGHWAY sit ORLEANS, MASS. 02653 ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 (508) 255-6511 1 OF ISHEETS BOUND -D) CEC 2001 C15494.00