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Home My WebLink About0016 YALE STREET - Health 16 Yale Street Hyannis A = 308 —233 t fl, I i r — Town of Barnstable r# Department-of Regulatory Services Public Health Division Hate tas!► 200 Main Street,Hyannis MA 02601 till Date:Scledu led 6 - Tt ,¢ me Fee Pd. `t'I � � C,.�✓ .. soi l'Solt abr li ty Assessment Sewage or Disposal f g p sal Performed By: ,)l"'j�✓\ �Y1 Witnessed By: 6v LOCATION&.:GENERAL INFORMATION Locauon Address (. �(� S 9'!'-�!2�-- Owner's Name c�i� ��e s a. + � S �vt sUdmss Ass - essbr'` s Map/Parcel: Engineer's Name NEW CONSTRUCTION .ee REPAIR Telephone# �U '" 7'"'y Land Use.' S d�� la Slo es R'o '�� p ( ) Surface Stones _ CP�"'� Distances from: O n'Watcr Body �� U g �lft t � Pe y ft Possible.Wet•Are>�ft Dnnkm Water Well C, Drainage Way, ft Property Line ZO ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&.pert tests,locate wetlands�n proximity to holes) i. Y j � f 1A i Parent material:(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER"TABLE`` Method Used: Depth.Observed standing in obs.hole: In. Depth to sell mottles: Deothao weeping from side of obs.hole: in. Groundwater Adluatmeflt ft. Index Well# Reading Date: Index Well level _„ Adj faetor, ,,�4 Ae�..drCutidwnter Leyal, PERCOLATION TEST bate, Thne.� Observation +�— Hole# ! �J/ Tittle at h" _ Depth Pere N 2 of 77 ' Time at 6" Stan Pre soak Time(� (� 6°) End Pre-soak Z y 5 Rate MinJlnch' Site Suitability Assessment: Site Passed ^ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back---------- •. 1 ***If percolation test is to be-conducted within 100' of wetland,you must first notify the. . a Barnstable Conseirvation Division at least one(1)week prior to beginning. i Q:ISEPTICIPERCFORM.DOC DEEP-OBSERVATION'HOLE LOG Hole#• Depth from Soil Horizon Soil Texture. SoiTColor Soil Other Surface(ir:) (USDA) (Munsell Mottling (Structure,Stoles;Boulders: 3 3 L S S 5. DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon . Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.: _ Cons' % ,rave 01 er IG 1 ••, c DEEPOBSERVATION HOLE LOG Hole# _ Depth from'_ .__. .Soil Horizon Soil Texture Soil Color Soil Other Surface,(inJ (USDA) (Munselq - Mottling- (Structure,Stones,Boulders. Consi to e t. ----------- DEEP OBSERVATION'HOLE LOG Bole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Suiface.(in) (USDA) (Munselq Mottling (Structure,3to►es,`Boulders. T sr F1ood:Insurance Rate Abovr SL 'year flood boundary No _ Ye• :_ . • - _ - "V✓rtlun SUO year-loirndary T No - Y es R _ within loo year floo0oundary No Yes Death of`Naturally Oecurrina.Pervious Material Does at least four feet of naturally occurring pervious material`.exist in all:areas-observed throughout„the area proposed f' the sotl absorption system?' r _—�7 I€Writ,-what is the deptli'tif naturally occurring pery ous maCcrttil?' , ,:a _._ . Certtficatiorr ;.. i. vl:eerhfyahat on (date)I have passed the,soil;evaluator examnadonapproved by the: Department of Env ronmental Proiecrion and that the above analysis was performed liy me conststent witti the required trai expertise and experience descrited'in 310 C1vIR`15:017 - Signature Date ti 0 *PTICIPERCP0RMb0C TOWN OF BARNSTABLE LOCATION �Ti%�� SEWAGE# 2 O/D- 4/y2 VILLAGE_ ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO.,!W- SEPTIC TANK CAPACITY LEACHING FACILITY:(type) 2;S'00 r�/'1l�G�IfJ/�i"S (size) NO.OF BEDROOMS 3 OWNER / ,6r/'T' f4S t PERMIT DATE: // 3' /O 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 LFURNISHED BY e � , `1 � - � `00' � Q" \�� 3 • � a� Z� � � a q> n �� . .. , �� - - No. p1 ) Fee �— THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 0[ppYtcatfou for ;Di!gpoal �&pgtem Cowaruction permit Application for a.Permit to Construct t,< KRepair( upgrade( ) Abandon( ) ElComplete System ElIndividual Components Location Address or Lot No.16 v{ r//= 5 r� �T Owner's Name,Address,and,Tel.No. / H11r4ki'll s 9"615,- ' 13,4s ri lle Assessor's Map/Parcel 3d8— 2 13 S/AA%�e— Sod- - '7�5"2 So$-Y7�S, i3 Installer's Name,Address,and Tel.No. 2g'v Designer's Name,Address and Tel.No. JoS cpLi Q-e- /3,4rNo,5 wor/c'5 - / -c It ANVA' l'ohs All, for15sl4 /r_- Type of Building: 7 ` Dwelling No.of Bedrooms 3 Lot Size ` sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) e Other Fixtures �J - Design Flow � —(min.required) Jo gpd Design flowprovided gpd Plan Date i p� - Number of sheets G k Revision Date Title Size of Septic Tank O Type of S.A.S. a, 500 6 J �`�"'- ) Description of Soil Nature of Repairs or Alterations(Answer when applicable) i"y d4/ ' 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 of Health. � Signed Date Application Approved by P 5s, Date l ?� Application Disapproved by: Date for the following reasons Permit No. 04� V ✓ Date Issued t , 3 0 No. �''✓`( � Fee THE COMMONWEALTH°OF MASSACHUSETTS Enterediin.computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS °l Rpplicatio for Di!5Poga1.*pgtem Construction Permit Application for a Permit to Construct(4-<Repair(/Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components a f. Location Address or Lot No. /ii f {_ S T Owner's Name,Address,and Tel.No. Assessor'sMap/Parcel 300 _ 2 Ilk BOG- 2 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. J�S�pti 1-�-r: 3e•�rr�'o„5 , � FH q/l�e�s^��/a u/ov/rS Type of Building: t; '( r :.� , t Dwelling No.of Bedrooms 'j is Lot Size I S D sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures :t Design Flow(min.required) '/` O gpd Design flow provided •3 7 / gpd Plan Date _ Number of sheets Revision Date Title ' } Size of Septic Tank Type of S.A.S. 1�j,o� �( - oC � Description of Soil Nature of Repairs or Alterations(Answer when applicable) • C� -/�,�x 1 - Sao �� Gti=�r� CG��a�h�=as �v/Tti fy ` r..�-c- , 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 of Health. ) Signed > 2 --- Date Application Approved by_ G .� Date Application Disapproved by: Date •- ' •for the=following reasons'�`�`` •' � - �, Permit No. d 1 Li Date Issued ` — 3 —)0 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of 'Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed Repaired ( G)—Upgraded ( ) Abandoned( )by �OS�/✓Li l,� /•j`q at /(o i a//- H,�l14 / has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ?8 f D" tl �-- dated Installer ,�% N'l Uc 6�fwro 5 Designer #bedrooms 5 Approved design flow /\ gpd The issuance of this pe it sllall not be construed as a guarantee that the system wi l'fulactio ' Yesignell. Date 1 Ij (7 Inspector �P�r No. �)O Or Fee THE COMMONWEALTH OF MASSACHUSETTS T PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Digogal *p5tem Construction hermit Permission is hereby granted to Construct Repair ( /) Upgrade ( ) Abandon ( ) System located at / I/ /,Z/i 5'td e e--7-- H./l-;�r,r9/i •t{,! and as described in the above Application for Disposal`System Construcii-off Permi"f.The applicant recognizes his/her duty to comply with Title S and the following local provisions or special conditioris> Provided: Construction must be completed within three years of the date of this permit. tl Date 2 Tj Approved by . "C. 11/04/2010 16:30 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geiler,Director l Public Health Division Thomas McK=n,Direebar 200 Main Street, Hyannis,MA 02601 Office: 509-9624644 Fax: 508-790-6304 Date: t( I LSewage Permit# 0 Assessor's Map/P*Ml !S-7'1.3 Installer&Desimer Certification Form signer: f{ f '�"r Installer: y S �. �l' . A,ddrem: i'►oj ye it s r In (, Addrem: Irk Cckw-_P%q_-Ft- 12 P24 Mars hzr M aMl- M/1 On ^ `� l0 ✓a was issued a permit to install a (date) ins er septic system at I& V 4(C 5 +7 Rq olVW S based on a design drawn by (address) PCkIC (oEdated 10 7-5' (designer) 1 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. Stripout (if requited) 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 1 Q' 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. Stripout(if inspected and the soils were found satisfactory. Ilk of �D PETER T.. WENTEE staller's Signature) CfVU,• °' NO.38100 o signer's Signature) (A ix tamp Hem) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. TE OF COMPLIANCE MLL NOT BE ISSUED UNTIL BOTH THIS FORM AND A& BUILT CARD ARE RECEIM BY IHE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoEfice ftm MmiummatificaHon f m.dm L0 T10 SEWAGE PERMIT NO. VILIAG INTSA LLERIS NAME G ADDRESS B U I L D E R OR 4NIN ER ,Ro6&r* DATE PERMIT ISSUED DATE COMPLIANCE ISSUED I h xi t: -v-o r M V �. I No.....81- .(- � Firm& ..$...5.'.00...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable OF........................... .......... ....................................... Appliration for Dispaii al Works C omlrurfiuu Prrutit kw�Application is hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: Yale St. ....Hyannis, MA 02601 1... .... - ..... .. .•--•----•......................•---•- ----...---............•--•--.-----••..---_.. ....•-------•--.............--........... Robert Bastille Location-Address Yale St., Hyannis"'o-MA 02601 ---------------•-------- ......... •- ............-•---•------•--•-----••--•-------•--•••. ••-•--•-•••-•-••••••-•----•-•-•-••••--•---•---•-••••-•-----••----•--•-----..._.................... a A & B Cesspool Servicer 128 Bishops Terrac$d�ryannis, MA 02601 Installer Address PQ Q Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms.._........................................Expansion ,Attic( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ------------ ------------------------------------------••--••••--•-•--•-•-------------------------------•-•-••••---••-••-•--•-•-•-•--••-....._....... W Design Flow............................................gallons per person per day. Total daily flow............................................gall ons. WSeptic Tank—Liquid*capacity............gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft.' Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.... •-----••••--•--•-----•--••-•---••-------•-......•-•--•----•-......••• Date........................................ a Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................ 44 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4 ODescription of Soil........................................................................................................................................................................ W U Nature of Repairs or Alterations—Answer when applicable-__installation-__of a 1,000 gallon, pre-cast, ..st_Qne...packed..QYerflow...Uea0h.-Pit h ---------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITTIE 5 of the State Sanitary Code The undersigned further agrees no to place the system in operation until a Certificate of Compliance has ben issued by the boar h. ` Signe �. ll� 3/81 � t Application Approved By....... . =,�•..•-----.-•-•--•--••-........--•••••-••-•-••-•-•---•--•....-•--•-•-••-•. -----------11� Da�81 -• 8 Date Application Disapproved for the following reasons:--•••-•------••-----•--•------•---•-•-•••---•-••-••-•-••------•••-......-•------•-----•-•-•---------•-•----••-- ..--•----•------•-•-•••••••---•-•-•---•---•••-•--•••---•-•-••-••-••••---•-•••-•-•---•----•-••••----•••••.•--••-•-•••-•--••-------•-•-------•-----•----------•-••-•-------------•-----------••••••------- Date 6 Issued...._ll� 3/81 Permit 1 ......•-•---•-••-----•----•-••----•-•--•-..._...__ ....................................................... Date '` No.....$�.-....... Fps...... ...5..00...... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town...........o F.....................................Barnstable .............•----------......................---•- ppliratiun for UWposal Works Tanstrnrtiun rrmit Applicatio&ds hereby made for a Permit to Construct ( ) or Repair (X ) an Individual Sewage Disposal System at: 6 Yale St. , Hyannis, MA 02601 • ........ . ........_._.......-- ............................................. -•----•---•••-•---•........---•••••••-------••-•--••-----••-•••-••-•-------.................._.... Robert Bastille Location-Address Yale St., Hyannfh;l°'I~RA 02601 - ......................— .... ..............•---............^................ ..--•-•-..............---.-•---............................ W A•& B•.Cesspool Service r 128 Bishops Terrac�;dr9 rannis, MA 02601 Installer Address Type of Building Size Lot............................Sq. feet aDwelling—No. of Bedrooms...._.......3.............................Expansion Attic4( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ....................................................................................................................................................... W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 9 Septic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................ Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box-( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ a Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water........--.............. (s, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ P4Si id--------------------------------•-------......----.........---------......................:.........................-----------.................•.-- ODescription of Soil........................................................................................................................................................................ W U ------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------•. W UNature of Repairs or Alterations—Answer when applicable....ins-tallation. of a 1,000 gallon, pre-eaUt, sts ...paoked_QV.0rflPK...1each..pith----------------------------------- -- -- . Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TiTILE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b ued.by the o lth.' . _.._. Application Approved By.......... ._ ' Date Application Disapproved for th following reasons----------------------------•--------------------.....---------•-------------------------------...-••-•-••......_ -•-•.............................••----.............---------.............------..........------•-------............--------------------------------------------------------------------------------••--. Permit I .........................................................+ Issued_...•.11/3/81 ._... •....Date Date T.HE'COMMONWEALTH OF MASSACHUSETTS BOARD eOF HEALTH T awn............o F.......... r? table.......................... ....................... (Irrtifirtttr of To pliFatta THIS IS TO CERTIFY That thh Individual Sewa e Dispo 1 S-s em c str ) or Repaired (X ) A & B Cesspool Service, 12 Bishops Teracas, yarI�ntis, 1 ` � by ................................._...........•••....._......-•••-••••........ . Yale St., Hyannis, >TA 02601 - RO ik Bastille at............••--••-•-•-•---•••••-•••....••••-•••-•--••-•••--...•--•--•--•••..............••••......-- has been installed in accordance with the provisions of TIg� 5 of The State Sanitary Codilyj -4-- bed in the application for Disposal Works Construction Permit No................... t..._....... dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUED AS A GUARANTEE THAT THE � SYSTEM WILL FUNCTION SATISFACTORY. DATE...11�. �..�81 A ----------------••-----...-----.....---••--•---•---•---•---- Inspector-.-.-::--�Z.------..................................................... THE COMMONWEALTH OF MAq SACHUSETTS BOARD OF HEAL`�T' 1� 1- ti> Town Barnstable c� ................OF................................•--....--•........................................... $ 5.00 A........ .............. FEE........................ Disposal Worhn OLUunu#riun rani# Permission is hereby granted...........A._&_B Cesspool Service to Construct ll or R�epa_ir X In 1 Sewage D' sal SS em at No...--• Yaje St. ny-annis, �lfA...� b01 - 'f 'o�ier�y astille ... �. - ----- ----- ----- as shown on the application for Disposal Works Construction Permit Street No.--. ...._......... Dated.....11/ 3/81 / Board of Heal DATE................................................................................ !/ FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS fY(l J7 ✓e, �(I ne ;.��dr1 lJjv�c f. �Zr I — rtt!1O kv°� � (•�cf��C®rt,.�o (gin i own of,Barnstable P# CDepartment of Regulatory Services WAGS Public Health.Division r S�trcJf t039-; . ° 200.Mam Street,.Hyannis.MA 02601 Date �. VVXJ Date Scheduled b Time— Fee Pd. 4 L C Soil Suitability y Ass es sment for Sewage Disposal Performed By: �z4v--/, Mc. `C. Witnessed By: ------------- L OCATION 4-GENERAL INFORMATION Locat7Add l (, �ri .� Owners Name `PUiV1 vl+ 3 Rddmss 1 C:- -((,AP- St Y G1�1 t/t (f Asses liiC arcel' 77 �_ Engineer's NameNEW CTION REPAIR Telephone# U '7 Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet'Area ft Drinking Water Well ft Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate we i'n proximity to holes) Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from pit Face Estimated Se asonal al High Groundwater Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE Depth Observed standing in obs.hole: in, Depth to soil tnotfles Dcpth to weeping from side of obs.hole: � In. . Index Well.# Readin Date: ---in, Groundwater � g Index Well _ A�,:fhctor; ;o _rA410 out1dwater'Levpi,,,o PERCOLATION TEST bete.,_,_,.,_, Thne Observation Hole# Time at 91, Depth of Perk Time at 6" Staff Pre-soak Time Time(9"-6").� End Pre-soak Rate Min/Inch — Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observtition Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTICIPERCFORM.DOC Town of Barnstable Geographic Information System October 18,2010 .3 308 28 308 2 12 #115 �:.� 308210 303229 #123 F s #58 � .n 308230 M 30 12 09 #64 # 27 \ #16 4 $ 308208 #139 300183 .E #6r 30023 VIN� N 307140 #15'I #20 >: 307137 0 Feet #� % R! DISCLAIMERS:This ma is for planning purposes only. It is not adequate for legal Map:308 Parcel:209 P P 9P P Y� Q 9 l Parcel boundary determination or regulatory interpretation. Enlargements beyond scale of SelectedP, 1"=100'may not meet established map accuracy standards. The parcel liness Owner:ONEIL,JOHN M Total Assessed Value:$242700 on this map r� are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner: Acreage:0.27 acres Abutters - boundaries and do not represent accurate relationships to physical features on the map Location:127 PINE AVENUE such as building locations. Buffer Stanton, David From: McKean, Thomas Sent: Monday, October 18, 2010 9:59 AM To: Stanton, David Subject: FW: Yale Street Sewer FYI -----Original Message----- From: Anderson, Dave Sent: Monday, October 18, 2010 9:57 AM To: McKean, Thomas Subject: Yale Street Sewer There is no sewer line on Yale Street, Hyannis. #5 Yale is a corner lot, and is tied-in on Chase Street. DO NOT, ever, ask me to price a sewer construction project out, without giving me time to study the situation. This is not the first time you've pulled this CRAP on me, it had better be the LAST time you ever try that ! For the same reason your dept doesn't price out a septic system for a property, is the EXACT same reason I can't cost out & design a sewer project on the fly. Dave Anderson Proj Constr Inspector Barnstable DPW X 1 t F ' Y LEGEND LOCUSN y ——100-— EXISTING CONTOUR x 100.98^ EXISTING SPOT GRADE `'a Son h MAIN ST L o a^ 98 PROPOSED CONTOUR P� °am i — N� �H.�b.`— E ISTNOVERHG WATER y`JaaO< EXISTING CESSPOOLS ® Tara Hyannis o y TO BE PUMPED, FILLED W/TH mo TEST PIT Golf Club SAND AND ABANDONED rt 2 � BENCHMARK � ma a aQ S 79*1500" W /02 S roo Cemetary---_�o-2--=- 105.45x -----o`FENCE— -��e---1o2,00 102.03 ----25' __ - N ,70 ISHRUBS. L- !- r - � "��1 rJ' Murray Wy x 1006 'PROP. �S.A S Nautical Rd � + 101.76 TP-2 T 0 ,000 'I W Setson St li N 721 TP-1 LOCUS MAP --- -- BENCHMARK NOT TO SCALE + Stoop iW •,SHRUBS EL.=102.41 (Assumed) v " PROPOSED I� SEPTIC TANK shed GENERAL NOTES: • #- x x 01,51 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL cn 101.93 101.55 BOARD OF HEALTH AND THE DESIGN ENGINEER. O BRICK ,r�, � 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ttiS OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE p O PATlO y}� oQ101.65 sh1 1,5 01.81 O ABUTTING LOCAL RULES AND REGULATIONS. p x rn W GARAGE 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR EXIST. SEWER 101.46 J 101,5 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE /��/ Ln _ DESIGN ENGINEER. i LOTS 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING s FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN HOEXIS USE/N16 03 : APN 308-233 ! ENGINEER BEFORE CONSTRUCTION CONTINUES. l � �x'101,32 11,568 S.F.f , 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. L.55 T.O.F.=102.18 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF • HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. x 1 1.35 101,3 I 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 101.42 �m 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS Zl 3 3 Im AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE m DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 115.50' 101.02 x 1I .40 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. 100.95 N 81*00'00" E 100,12 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS W edge of travelled way -____---- IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 100.35 0 ABUTTING REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 100,39 _ _-- GARAGE 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE PALE--- ��?EET � INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND WIDE - GRAVEL) ` OF IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. + 100.12 99#49 �� Mgssq`y� PROPOSED SEPTIC SYSTEM UPGRADE PLAN 100,06 SPIKEI o PETER T. MCENTEE N 16 YALE STREET, HYANNIS, MA CIVIL # No.CIVIL Prepared for: Robert Bastille, 16 Yale Streey, Hyannis, MA 02601 A EG/SjER �� Engineering by: SCALE DRAWN JOB. NO. Fs �G Engineering Works, Inc. NTs P.T.M. 224-10 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO., ( (508) 477-5313 10/25/10 P.T.M. 1 of 2 t \ r.c NOTE: TO PREVENT BREAKOUT, A 40 MIL POLY 10011 LINER SHALL BE INSTALLED AS SHOWN 'ice f; y ON SHEET 1, TOP EL.=92.5, BOTTOM SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. (3) 5" DIA.OUTLETS A. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER EACH CHAMBER AND 16" 2�� T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS 15.5' — F.G. EL.=101.6t F.G. EL: 101.8(MAX.) •"'. fEXISTING F.G. EL.=101.9t -F.G. EL: 101.8f y - 12 'i 15.5" „ L = 16' L 36' L - 12'(MAX.) ® S=1% (MIN.) :• '• � :. - g" 8 „ 4"SCH40 PVC _ ® S=1% (MIN.) @ S=1% (MIN.) 4'SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" ? •'4•: 6' DOUBLE WASHED STONE io"I 14•, 6 aaaSaaa (OR APPROVED FILTER FABRIC 2 aaaBaBa H—10 LOADING aaaaaaa + INV.=98.80 48" LIQUID -3/4" TO 1-1/2" DOUBLE LEVEL �INV.=98.55 INSTALL 4' S.2' 4' WASHED STONE x D�BO GAS BAFFLE INV.=98.19 INLET TEE INV.=98.12 PROPOSED D-BOX EFFECnVE WIDTH = 13.2' AM AM AM Alm '3m am INV.=98.00 N.T.S. PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE 'AS SHOWN TIE IN TO EXISTING H-10 RATED SEWER INV.=99.181 r TOP CONC. ELEV.=98.8 Al BREAKOUT ELEV.=98.50 NOTES: 1) D-BOX SHALL BE SET LEVEL AND TRUE TO INV. ELEV.=98.00 BBBa ®Ea Ea® 0 ® ®EaGRADE ON A MECHANICALLY COMPACTED SIX aaaaB Baaaa ® INCH CRUSHED STONE BASE, AS SPECIFIED IN ease eases 33" 310 CMR 15.221(2). BOTTOM ELEV.=96.00 Of L 4' 1 2 X 8.5'=17.0. 4' N >Lu ® 2) INSTALL INLET & OUTLET TEES AS REQUIRED. ®LY® 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH =;25.0' ?AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P. EXCAVATION OR G.W. 4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX & S.A.S. LEACHING SYSTEM SECTION SHALL BE 36". NO G.W., EL=90.9 = 102" SEPTIC SYSTEM PROFILE N.T.S. 4" KNOCKOUT —_25_'--_-� SOIL LOG RO 20" DIA. COVER P S.A.S DATE: OCTOBER 25, 2010 (REF# P-13,105)_ 4" KNOCKOUT 4" KNOCKOUT 62" DESIGN CRITERIA 3S : i3�\� SOIL EVALUATOR: PETER McENTEE (SE#1542) 0 1 9_ _ 11 0_ WITNESS: DAVID STANTON-HEALTH AGENT N 4" KNOCKOUTUMBER OF BEDROOMS: 3 BEDROOMS 30.g' Elev. TP-�l Depth Elev. TP-2 Depth SOIL TEXTURAL CLASS: SS I 0" 102.0 q 0" DESIGN PERCOLATION RATE <5 MIN/IN <V 101.9 A �� p' �"�' shed SANDY LOAM SANDY LOAM DAILY FLOW: 330 G.P. . �, 1OYR 4 2 10YR 4 2 p 101.1 10 101.0 / 12 DESIGN FLOW: 330 G.P.D. �• � e B 500 GALLON CAPACITY, H-10 LOADING GARBAGE GRINDER: NO ^ SANDY LOAM SANDY LOAM PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 98.9 C 10YR 5/8 10YR 5/8 36" 98.8 38" CHAMBERS LEACHING AREA REQUIRED: (330) = 445.9 S.F. 42" CPERC N.T.S. .74 54" USE 2-500 GALLON LEACHING CHAMBERS IN SERIES HOUSE SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES CORNER M-C SAND M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. 2.5Y 6/4 2.5Y 6/4 16 YALE STREET, HYANNIS, MA >10%GRAVEL >10%GRAVEL BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. Prepared for: Robert Bastille, 16 Yale Streey, Hyannis, MA 02601 TOTAL AREA:............................................................. 32" 90.0 132" Engineering by: SCALE DRAWN JOB. NO. •482.8 S.F. 90.9 I S.A.S. LAYOUT Engineering Works, Inc. NTS P.T.M. 224-10 DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. PERC RAT <2 MIN/IN. ("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. NO G, -� WATER OBSERVED (508) 477-5313 10/25/10 P.T.M. 2 Of 2 1 i