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HomeMy WebLinkAbout0051 CAPTAIN MURPHYS WAY - Health 51 CAPTAIN MURPHY'S WAY, BA_ RNSTABLE c e 1 �p TOWN OF BARNSTABLE LOCATION,5 i CAPTA10 Koptrtlys ��y SEWAGE# .34 L1 VILLAGE jA i ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.0APG jV6 6� �ts� SEPTIC TANK CAPACITY 6� ii L.—YI-VW6 4�S LEACHING FACILITY:(type)�31 ®® (size) P[A� NO.OF BEDROOMS L - OWNER (,{k,(Rj S �ANJ-b?off C 4� PERMIT DATE: Lf- (1 COMPLIANCE DATE: 57'9 A0VJ Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility MIA Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) N A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within Q 300 feet of leaching facility) /� Feet FURNISHED BY p O 2.= A ° ° No. 1� - I Fee :": THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2ppfiratiou for Misposal Opstem (Construction permit Application for a Permit to Construct( ) Repair( ) Upgrade(X) Abandon( ) ❑Complete System %Individual Components Location Address or Lot No. 151 CApTA(tJ MOPP t 1 O(� Owner's Name,Address,and� Tel.No. oAkw, CII R APuss -l-5.40-0MA EACEk� Assessor's Map/Parcel [-j 1.3( -;4 571 <.A MA(0 c�tk?l{Y`S WAS! B"W Installer's Name,Address,and Tel.No. 5®g-477- 98 7 7 Designer's Name,Address,and Tel.No. j 0 9-.D?3-e1377 C0tbWQt5;ES a"L ZWC- 15. . A814 cm40bek . E+wY E 4 c- Type of Building: Dwelling No.of Bedrooms Lot Size 045 qS " sq.ft. Garbage Grinder( ) Other Type of Building P eS t D Erj-rjA t, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 440 gpd Design flow provided 4155 f oZ. gpd Plan Date Number of sheets Revision Date Title 51 CA—ErrAI&,7 M o Pti :5 (&)A4 T PAPJJ S-'A 12)(_C- Size of Septic Tank 11000 (2b44-C-DA) Type of S.A.S.0) 500 (A(, 0-;LC COA&LR Description of Soil Nature of Repairs or Alterations(Answer when applicable) QSC- C.YU5_(l VC 116(n3 �LLoo :5tR71C, TAOV- _C��_� 4Date last 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 lace the system in operation until a Certificate of P P Y P Compliance has been issued by this Board of Heal! Signe Date 4'�t� a,v Application Approved by W%A4_0Date (/ -.2 Application Disapproved by Date for the following reasons Permit No. (� ( � u b Date Issued �� No. \, Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN'OF BARNSTABLE, MASSACHUSETTS Yes 01pplicatlon for MispoSal,6pStrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(X Abandon( ) ❑Complete System Mindividual Components Location Address or Lot No. <j CAPTAIN MUZPHA Owner's Name,Address,and Tel. Assessor'sMap/Parcel $ -CAVTK(0 01*t4Yr-5 Wk4 B"W Installer's Name,Address,and Tel.No. 509-47-1.- 9817 Designer's Name,Address,and Tel.No. j O9-�'7j-U3'i!7 CA P&t,Jl 0 E C:+jT6R8Qs5GS a'L C=�hlC�11.1; 1 TU 6r�tV L IS Go roc, ASOPEZ5" A814CA^0 , t-Fww1( 674>4Q&&(A Type of Building: %f -h - Dwelling No.of Bedrooms Lot Size (o q,5 95 sq.ft. Garbage Grinder(' ) Other Type of Building RCS r a GAJrT1 t c_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures ,n Design Flow(min.required) ,`t't./ gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title—5( EST 641 K ) MOI -NY S5 l.0 A4 r:APJJ STA-tom)( .- Size of Septic Tank 11000 Gy44-(-0A) Type of S.A.S.,10) 5oa GAC, 14—.'LO C f4A&t&&P-S Description of Soil / Nature of Repairs or Alterations(Answer when applicable) !(1 t �C1�,�l]J ' ( &)0 C14LLOO 50T(G TAP V- 6Zc, 14-a O GoK TO v o �~ ' 6.)\ - o C;c,34! &-* 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 a d not to peace the4ystem in operation until a Certificate of Compliance has been issued by this Board o Health. �` Signe ' `\� i"n" Date of U (� Application Approved by �► /C Date 1/ Application Disapproved by Date for the following reasons Permit No. (j 7 - ! Date Issued y - 7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance y. THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded 1 Abandoned /1 A ---,,� at 5( CAp'TA(&j- M uP-Pt4 /s ex)M RM% has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 2 o 17- 116 dated Installer ,(,am &WTLsQ?rQL<ZS Designer J'G SIGlug4'eZodr x)uG #bedrooms Approved design flow gpd The issuance of this permit shall no a construed as a guarantee that the syste wil cti n.� esigned. 1 Date ..q f Inspector 1 =� ------------- ------------------------------------------------------------------------------------------------ ---------- - ------ -- ` No. U 1 % Fee, 6 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS MiSPOSal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) Upgrade( X Abandon( ) System located at 5 o Ti4(N) pL U RpaY's W&I 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 L1 b, Approved by Town of Barnstable �IIK%E 'o Regulatory Services • HMARMN res�. Richard V. Scali, Interim Director 9�A MASS. �e� Public Health Division 'f1639. Thomas McKean, Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: 5-`-17 Sewage Permit# JLQ 1.`7 11(0 Assessor's Map\Parcel 3V7/ 31-2- Designer: 3-C En�t.n eertn � -r,n G Installer: CQetwi,1 e- 6 11-0 ref j Se-S Address: 2 8 5 y Cc'a,nb ercy �i�h u,a Address: 15 3 Comm e.rC t a 1 SA(ec,+ cask tjartWw HA 62538 Hoskpee) Nik 02 G ,/ 9 On A-at- ad(-7 Ca e,,4& Foy r rlses was issued a permit to install a (date) �— �) (installer) septic system at 51 Cqt etl n Ho(Pti y i.5 w ay based on a design drawn by (address) SC Eonylne.ec�ncj �.�c, dated_ Hoy 9, 2-617 (designer) 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. V 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 construc nce with the terms of the 1\A approval letters (if applicable) wgo��a�P��H '� ss9ryGN r JOHN L *� CHUR ILL JR. (I stalle ' Signatu V1L � A N .41 esigner's Signat (Affix igne s St mp Here) PL ASE RETURN TO BARNSTABLE PUBLIC HEA H D VIS N. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOT IS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PU IC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 8-14-13.doc i Town of Barnstable P# 15 :3 C ' Department of Regulatory Services A: Public Health Division Date ib19 �u� 200 Main Street,Hyannis MA 02601 Date Scheduled : Time r Fee l'i. Soil Suitability Assessment for Se Disposal Performed By:J"ItC�G2 P,vwty� e(' 6. E I T Witnessed By: s, LOCATION& GENERAL INFORMATION Location Address 51 CAPTj4j&J k ORNI�VS�L),41i Owner's Name C4MLUBS EA t7C a Address sj eogp'TAjk) A,(L2� 5 Assessor's Map/Parcel: 3 f-7/43 31 /00 1k Engineer's Name NEW CONSTRUCTIOrN REPAIR Telephone# Land Use S14IC „��1,, dwel��nG 46`'Slo es 0'—� P ( ) Surface Stones' Distances from: Open Water Body ft Possible Wet Area - ft Drinking Water Well - ft Drainage Way 11 Property Line - ft other - ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) See CL4CA «I . lavt. ' Parent material(geologic) QU Ltic S 11 Depth to Bedrock Depth to Groundwater. Standing Water in Hole: i 3� S Weeping from Pit Foce 71 3 Z, \n S Estimated Seasonal High Groundwater ? l 3 b.G.S DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: DicteA o6serva4ibri Depth Observed standing in obs.hole: -7131`'� In, Depth to soil mottles, Depth to weeping from side of obs.hole: -Y k I a.- in, Groundwater Adjustment' ft. Index Well# Reading Date: Index Well level.� Ac .factor. Adj.Groundwater level, PERCOLATION TEST Hate q& Time la._Y�AM Observation _ Hole# 1 2- Time at 9" 81 N 4( Depth of Pere �8-� !8`�� Time'at 6" Start Pre-soak Time @ 0� 68 AM 'lime(9"4") - End Pre-soak Rate Min./Inch C2 4 2 ,• Site Suitability Assessment: Site Passed V Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division ' ' Observation 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 / DEEP.OBSERVATION HOLE LOG Hole# 1.' Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsistenCy.%Graven 0-16'' A LS IUYr I/, - - 16-48" 8 SL IDY►I - DEEP OBSERVATION HOLE LOG Hole# 3+4 Depth from Soil Horizon . Soil Texture , Soil Color,, , ;�, •Soil,..- ,;-i t.. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o si %Grave SL l0Yr s/6 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistencv.%Oravell DEEP OBSERVATION HOLE LOG Hole# a Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate Mau: Above 500 year flood boundary No_ Yes ._y Within 500 year boundary No Yeses Within 100 year flood boundary No._ Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious mates al,ex sl4in all areas observed throughout the area proposed for the soil absorption system? S . .. If not,what is the depth of naturally occurring pervious mitcrt'ai't Certification 9 I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection a that the above analysis was performed by me consistent with . the required trainin a tine d ex p en a described in 310 CMR 15.017.. Signature Date , Q:'.SEI'nMFRCFORM.DOC I l _ a: TOWN OF BARNSTABLE, MASSACHUSETTS " MIT JOB WEATHER CARD D TE 'sG/ APPLICANT 19 PERMIT O. ADDRESS INO.) (STREET) PERMIT TO (CONTR'S LICENSE) (TYPE OF IMPROVEMENT (-•—�) STORY NUMBER OF / N0. (PR OPOSEO USE) DWELLING UNITS AT (LOC TION) =ZONING <(STREET)BETWEEN (CROSS STET) ANO ([.FOSS SUBDIVISION LOT BLOCK LOT SIZE BUILDING IS TO.BE FT. WIDE BY FT, LONG BY FT. IN HEIGHT ANO SMALL CONFOlkM W CC"114h1,,;^ I TO TYPE i USE GROUP BASEMENT WALLS OR FOUNDATION ltrrq REMARKS: ' AREA OR 1 VOLUME ESTIMATED COST .$ FEE PERMIT $ (CUBIC/SQUARE FEET) - OWNER ADDRESS BUILDING DEPT. BY THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST Be AP- PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL'ASIDEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.- THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM of THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THF LICABLE SEPARATE INSPECTIONS REQUIE CALF ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEERE REQUIRED FOR 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REL INSTALLATIONS.PLUMBING D2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTI ►FINAL INSPECTION TO LATH). FORE FINAL INSPECTION HAS BEEN MADE. J. FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS _ 2 ti 3 HEATING INSPECTING APPROVALS REFRIGERATION INSP CTION A OVALS ENGINEERING ,T Z Z BOARD OF HEALTH 6 ^��l WORK SHALL NOT PROCEED UNTIL THE PERMIT wlll BECOME NULL AND VOID IF CONSTRUCTION INSPECrICNS IN(fICATCO CN rN15 CAR,- STAGES MAN CONSTRUCPPROVEDTION. THE VARIOUS WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE CAN BE AARANvEJ FCR By rE:EPnC:,E 6. STAGES OF CONNTquCr10N. PERMIT IS ISSUED AS NOTED ABOVE. OR MRITTEN NorIFlcArlcv. 0 TOWN OF BARNSTABLE LOCATION E (' "' fN Mug i SEWAGE # VILLAGE ASSESSOR'S MAP & LOT 917 031 oaz, INSTALLER'S NAME 6z PHONE NO. a SEPTIC TANK CAPACITY )OCO I LEACHING FACILITY:(type) (n Y(a (size) IC;CO NO. OF BEDROOMS PRIVATE WELL OR(PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: 4 �{ DATE COMPLIANCE ISSUED: -7/ � VARIANCE GRANTED: Yes No a Board of Hgalth j cy 1 Town of Barnstable .f' F No.,.... ...._F P.O:Box 534 Fps............._............ Hyann1s,4!vm A Q9ga10F MASSACHUSETTS " - BOARD QF HEALTH ------..".!_.ljZt) .............OF......... ri9:L �. ......... Appliration for Nsvoii al nrkii Tonstrnrtinn rrmit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System it: l J.... zx _.My ► . .._...Lo ........................ ..........................- T---.2.........--.........•--•--•..---..------....._:--•-- L Location-Address or Lot No. -- ems...------.: uc.�......................................... ............................................... .......................•------................ Owner Address aiza: SAP_ ....:5 5-------------------------------------------- -------------------------------------•----- Installer Address Type of Building Size Lot.... t---4t�o..Sq. feet Dwelling—No. of Bedrooms..........�.............................Expansion Attic ( ) Garbage Grinder ( } aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixt res •--••-•-----•--••••-----•-•----•---•-•--••-•••--•-•--••••----------•-----••-•-•-••--••---•-••--•...•••-•-----•-•-----•-•--•......•-•--•••..........-- Desi n Flow.........*.U��......................gallons per person per day. Total daily flow____--_. W g g P P P Y• . y, .c�,?0......................dons. WSeptic Tank—Liquid'capacity../.gallons Length.__...�1_........ Width......-.______... Diameter________________ Depth...... __..... Disposal Trench—No..................... Width_.........._..._.. Total Length.................... Total leaching area............_.....__sq. ft. 3 Seepage Pit No........1----------- Diameter...... U._ _..__. Depth below inlet...... Total leaching areat:�Y°.6s•q-ft. Z Other Distribution box ( X) Dosing tank ( ) Percolation Test Results Performed b1_4y._.�O_W-___ __.kdLU..#4t._-AJ.41 ......-_•........ Date....�"r.Z�..... Test Pit No. 1_42......minutes per inch. Depth of Test Pit....1.60_....... Depth to ground water-_ —_-__. (s, Test Pit No. 2-----,e.........minutes per inch Depth of Test Pit....... .7r ..._.. Depth to round water----- Descriptionof Soil............................................... ------------------------ --------------...-----------------------------------...-•-------•-- W Uat Re Re r ate tion —Answer when applicable................................................................................................ -- --- ----• . .-• •••..... -••-•--••-•-•-••••----••-••-••-•••-•--••.................•......-------••••-............-•-•.................................................... Agreement: The undersigned agrees install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITL% 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Sigd � .. -------------- Da ��.1.. e� Application Approved By.......... .. •••ne •-•-•-.. -� Date Application Disapproved for t e ollowing reasons--------------------------------------------------------- --------------------......------•--.._.....-----------•----.....................................Date............. Permit No. ..cam..-. ------�:--------•------••--- Issued.. L----------•--------•-----------•---•--- Date I Fpss ,)-, .................:.:...... • THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .............OF......... Appfirattlan fur Miposal Works Tonstrurtuan ramit Application.is hereb made for a Permit to Construct i PP Y,... (� ) or Repair ( ) an Individual Sewage Disposal System at: "Pi I>T. ._... -..ti..- ...,.._..._..._.... -.... ._...... -------.........--------------••--------....••--._....-•--_...-- Location-Address or Lot No. .................................................................................................. -.........__._....-•---...-••--•...............-•---•___......•--_...___^------..............---• W Owner Address �-� .....................c.............................................................................. . :: Sq. feet � Installer'..- Address Type of Building Size Lot... .1_-___/-/5:�__ �-, Dwelling—No. of Bedrooms__._.__..:,_7t..............................Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No, of persons............................ Showers ( ) — Cafeteria ( ) Qa' Other fixtures ------------------------ ............................ Design Flow_._.__..._.5�___.._-:..................gallons per person per day. Total daily flow--_-...._' .__�'�?W .. --........................dons. WSeptic Tank—Liquid'capacity.�_. '_.gallons Length.__-n......_.. Width.---_`-._.--.. Diameter................ Depth..._.f....... x Disposal Trench—No. .................... Width.................... Total Length.................... Total leachingarea....... -------------sq. ft. �\\ Seepage Pit No--------I-........... Diameter.....L!%. ...... Depth below inlet.....::........... Total leaching area` �.r.f__sq:-ft. tf~ U Z Other Distribution box (X) Dosing tank (- ) _ aPercolation Test Results Performed by.../etc!.... ...!jL! _L.!L____ In,t __ _ Date.... :. �_�� _ � Test Pit No. 1.4.2_.;._..minutes per inch Depth of Test Pit---- Depth to ground water.f?.-n zr!...... fs, Test Pit No. 2.... ........minutes per inch Depth of Test Pit.....:72_....... Depth to ground water..-.?��.._ ��- _. f I{ �-" ............................................................... Description of Soil ----•---------=----------------- •---- --------------------------------------------------------------------------_--•---------- U -------------- -------•-------•--•--......•`--- ....._.=. ' p�C1��'<���. �' W V at Re i o to do —Answer when applicable.............................................................................................. Agreement: The undersigned agrees install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLL 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. Signed ---- -------- ••------•------- ----------•-- Application Approved By......... 41 z ` Application Disapproved forte ollowing reasons:_ •.--•-•-•-••---------------•-----•----•--•---------•-----•----........................•...Date••.....•--•-•- .; . .........................Date Permit No. - ................. Issued D -------•-•------•----- ate THE COMMONWEALTH OF MASSACHUSETTS 'r BOARD OF HEALTH 1 (9rrtifiratr. of TourpliFatta THIS IS TO CERTIFY, That th6 Ind vidual Sewage Disposal System constructed ( ) or Repaired ( ) b F 1.,. _._. �• Installer r R at ------------ =•-••- .................................. ------•-------------------------------------•••----•-•--•--------- has been installed in accordance with the provisions of TITLEE 5,of The State Sanitary Code as described in the application for DisposalrWorks Construction' Permit No......le_ f. :_,____-__ dated------------------------_-.--__._.-.------ .___. THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE................................ ••---•------• Inspector.. .... (� 1U1►� '�{, 040VIA THE'COMMONWEALTH OF MASSACHUSETTS VD INVI��1Rti1>tOY�� �►+ 'R � w#BOttii .ARD (1� f-IEALTH A* F ......................................... No ?+... ._ FEE..._ """e'-- 70 rb 1101tiltrudiatt an it Permission s`hereby granted................. ...................................... ` ¢� to Construct ( ) or;Repair (.. ) an Individual_Sewage Disposal System at'No._ _ == p Street - r " as shown_on_the_appl cation_for Disposal Woks Construction Permit No.., Z!94.1_ Dated...:..........:........................... t ----- ' `..e oar of Health DtiT�1 7�}. G., .... :1 ^1.1..... �.1.- --- ---•.••__-________• FORM 1:?55 A. MI SULKIN, INC., BOSTON "` �..; LOW & WELLER, INC. "Fiddler's Green Plaza" 714 Main Street, P.O. Box 119 Yarmouth Port, Massachusetts 02675 362-6868 362-8131 Registered: George Low, Jr., R.L.S. Land Surveyors A. Paul Simard, P.E. Professional Engineers William G. Weller, Consultant January 6, 1986 Health Department Town of Barnstable Town Hall Hyannis, MA 02601 RE: Lot 2 Capt. Murphy's Way Barnstable Gentlemen: Please be advised that we have supervised a test hole adjacent to the recently installed leach pit, and found the soil to be consistant with that of test hole #3 as shown on our site plan, dated 5/21/85. If you have any questions, please do not hesitate to contact us. Sincere-,y, f t. Willi G. Weller WGW;j It I- THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I A , m / �C(�J- IL DATA { i r E``�L`,,y3 y T, ppyy x 'k§ ,r i Mt 04 p yr s r PUT- Al E, Ilk am.» - ` wC'w ':ia�' f +': 81, 9r l 'i; 1` �. .=' 1 a r '„ -a t� i. 1 � •. it 3.'1kell "S'YA I- .✓�1 TS` F',.�. ..h �'1 �� UK a - 3 AM Est d MR a s `FP Y - •. �� f v" txlpj•e`, *f 5a a � 'r � - d � � - - r � $.i, "-. � t l �,.....__. Y r ra ' �i ��!? - 'St7�'�' 'ws t , '� � � _ � �'°i i� x�^.c � :<�•t'�'� h — ! + M � ''' f1,�,;� •. � .r` its a )' FN, # . w�_ 'F, `', '�M g .> t yy �g t t .. X,•r, xac�.t,�p tS w'� lI � �f p > � �'� yr' �' s� -- 1 - rs " `s '�d'Y':h4``,� r rna• f fir. '� .,. x 1 " Y y 1 €A le fi n tip Ij u< Y .. .-r. __ _.._._- ' .-...,�,. - _'_�• d' Y'^v t`�t�S �.� $ �K9�� � �t iyei'���ii ' to W, .Z r 1 4 , i + y ft )a. _ -r T.O.F. EL.= 37.0'f FINISH GRADE OVER D-BOX= 31 .8't FINISH GRADE OVER CHAMBERS= 31 .5 - 31 .7' 3/4" TO 1-1/2" DOUBLE WASHED GF.,N ERAS= NOTES 0 PROVIDE EXTENSION RISER REMOVABLE WATER-TIGHT COVER OVER SLOPE @ 2/o MIN. OVER SYSTF M STONE TO CROWN OF PIPE WITH COVER OVER INLET& RISER TO WITHIN 6"OF FINISHED GRADE 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION . OUTLET TO WITHIN 6" OF F.G 4" SCHEDULE 40 PVC METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ END. EL.= 35•8 FINISH GRADE , F.G. STONE OR GEOTEXTILE FILTER FABRIC. OVER TANK EL. - 34.6'-35.3't 5" DIA. OUTLET(S) MIN SLOPE 1% OF TO DOUBLE WASHED CODE AND ANY APPLICABLE LOCAL RULES. - TI 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE PLACEDESIGN ENGINEER. PROPOSED 4" 9" MIN. TOP OF SAS =2$•70' CHAMBERS WITH 36" MAX. 9" MIN. 3. 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SCH. 40 PVC 4 PVC TEE 27.70' 36" MAX. INLET PIPES TO 6" OF BREAKOUT EL = 2$.2O SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE FINISHED GRADE 3" DROP MAX ' 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6" 3" 2" DROP MIN 3„ 9' L=37 t PROVIDE WATERTIGHT ELEVATION = 28.22' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A MIN.SLOPE @ 1% o 0 13" 4" PVC IN FROM JOINTS (TYP.) o � o oo 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14" __ �„ SEPTIC TANK 4" PVC OUT TO 0 0 0 o THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE - -- �- LEACHING FACILITY oo 0 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN (31 79 ) To0 0 0 C� C� 0 D O D O �� INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 12 6" o0 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF \ OUTLET TEE 28.50 MIN. 28.33 28.34 ) 2 o� � 00 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE �� ' W i 6" CRUSHED STONE I o 6 0 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY o0 0 0 o NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE �I 4.0' 8.5' (TYP) _` AND DESIGN ENGINEER. 3 OUTLET DISTRIBUTION BOX 4.0 4.0' 4 8 . 4.0 8. ELEVATIONS BASED ON AN ASSUMED DATUM. BENCHMARK ELEVATION OF 34.00' TO BE INSTALLED ON A LEVEL STABLE VARIES (SEE PLAN) (NP') ESTABLISHED ON A NAIL SET IN TREE, AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET , GROUND WATER ELEV.= < 20.70' Y VARIES (SEE PLAN 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 25.70 ) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK 3-500 GALLON H-20 CHAMBERS 5' MIN. 1-888--DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES n � F 6 CROSS SECTION VIEW TYPICAL CHAMBER PROFILE TO THE DESIGN ENGINEER. *,DROFIL I H-20 Dio i i IbU i iON bOA H-20 CHAMBER DETAILF` 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOT TO SCALE I NOT TO SCALE � � NOT TO SCALE _ ._ -_ _____ ___._.._ ___- __-__._.__ 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING T P�T PIT ' REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. )'a PERC NO. 15321 Pin '` • '\/ INSPECTOR: Donald Desmarais, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED } UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR v '^R • ,�+ .' -� • EVALUATOR: Michael Pimentel, EIT, CSE TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. AS-BUILT SWING-TIES = C.S.E. APPROVAL DATE: Oct. 1999 ' '. I� i , r,'" •���� �,` April 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. HC-1 HC-2 f . , �� • ,.l { ' DATE: p 6, 2017 DESCRIPTION , j + 1 o 1 1 li 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE bl�'' ,`'•r •�' ,.� >� TEST PIT#: 1 &2 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. ------33.5' SEPTIC TANK COVER IN (1) 38.4' 15.0' ,1 - �2;`�� 1 I ;, I .-- i'R ' • 40 iru �j k �% "} . ELEV TOP= 32.60' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, SEPTIC TANK COVER OUT(2) 34.0' 18.0' "`�' � - _ ,. .y r Q e •f � +,, _ < FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). RESERVE AREA ` bbS rJ y ••;�='_r, �/!, \ ELEV WATER 21.60 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN DISTRIBUTION BOX(3) 46.2' 62.5' . f - .'-u � . •` PERC RATE _ < 2 min./inch SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. _� CHAMBER COVER (4) 53.0' 73.0' DEPTH OF PERC = 48"-66" 16. PROPOSED PROJECT IS LOCATED WITHIN: DEPTH 3 �ry _ I J ASSESSORS MAP 317 LOT 31-2 `° �? C CHAMBER COVER (5) 61.0' 74.6' ` ` .�- ,1 1 ` �-_, --I 8.5' ,� _-�- � ,``, (•` '�� i J TEXTURAL CLASS: 1 �' _ ' OWNER OF RECORD: CHARLES W. & SANDRA A. EAGER bo _. .. m �� 0" 32.60' ADDRESS: 51 CAPTAIN MURPHY'S WAY 12.2 •4 __ �. , j� -`� �,, Loamy Sand BARNSTABLE, MA 02630 (4 (3 - t A 10Yr 3/1 31.27' FEMA FLOOD ZONE X 2) 1) 16 ,i ,� COMMUNITY PANEL# 25001 CO558J 17. DEED REFERENCE: DEED BOOK 4454, PAGE 187 LOCUS r � r �. g Sandy Loam - 10Yr 5/6 18. PLAN REFERENCE. PLAN BOOK 359, PAGE 56 /-HC-2 "01i .," • � :•„�--�y� i'yf ,w <: �: 28 60, 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 0 >. HC-IL�\\\\ ;, j\j _.i:-- - . = t t+, j ,`'' 20, PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY #51 `, ,., '1�Iltef■; ' f FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY EXISTtNQM r •,, ��, � k i FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 3-BEDRO o 1NG '.' ' w w f'' ' \i'} {� 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A DWELL 0± 3D ;` �`� Medium Sand F THE SA AND EXTEND TO WITHIN 3" OF FINISH GRADE. A TOF �37. oo DEPTH OF THE BOTTOM O S co o C 2.5Y 6/6 REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. m LOCUS PLAN 22- OWNER/APPLICANT/CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL AS-BUILT SAS DIMENSIONS & SETBACKS MAP 317 REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. SCALE: 1" = 20' LOT 31-1C SCALE: 1" = 1000' 132" 21.60' No Mottling, Standing or Weeping Observed cD to' DESIGN DATA N861 32' 1WE d ��134.93' % PERC NO. 15321 x50.0' EXISTING SPOT GRADE a; `- to NUMBER OF BEDROOMS (EXISTING) 3 INSPECTOR: Donald Desmarais, R.S. CY) - 50 EXISTING CONTOUR 18" STD i. / E m 4 a NUMBER OF BEDROOMS (DESIGN) 4 EVALUATOR: Michael Pimentel, EIT, CSE AS-BUILT(3) 500 GALLON H-20 RESERVE AREA .4 DESIGN FLOW 110 GAL/DAY/BEDROOM C.S.E. APPROVAL DATE: Oct. 1999 r5� PROPOSED CONTOUR LEACHINGCHAMBERS WITH AGGREGATE � \` �-�, � '1� �,� ' MAP 317 DATE: April 6, 2017 50 PROPOSED SPOT GRADE C 31x4 �� LOT 29 TOTAL DESIGN FLOW 440 GAL/DAY - %TP �� 3 c DESIGN FLOW x 200 % = 880 GAUDAY TEST PIT#: 3& 4 EXISTING GAS LINE 31 TP 3 .. ____�.___ to ELEV TOP = 31.70' 3 x 31 x7' -� -� W USE EXISTING 1,000 GALLON SEPTIC TANK EXISTING OVERHEAD UTILITIES , --i._SA- ' ;, / r, ELEV WATER = < 20.70' - © O TP 2 ice/ a rn a) �„ PERC RATE = EXISTING WATER LINE LIA '�. INSTALL 3 - 500 GALLON H-20 CHAMBERS W/ STONE T 32x6' 4/Q) m mDEPTH OF PERC = ■32x6' 2 � SIDEWALL CAPACITY ■ TEST PIT LOCATION 3 -� .ry TEXTURAL CLASS:_ 1 '34- =-- / '\ (92.6'(2T) (R0.74(THIGH) S.F.) GPD/S.F.) = 137.0 GAUDAY MAP 317 Benchmark .3 � _ EXISTING 1,000 GALLON SEPTIC TANK LOT 35 Nail Set in Oak Tree AS-BUILT �. �- - APPROX. LOCATION 0" 31.70' AS-BUILT 4" SOLID SCHEDULE 40 PVC PIPE Elevation = 34.00' �. H-20 D-BOX . ! BOTTOM CAPACITY OF WATER LINE Approx. M.S.L. , � `' -_ --_ 35 -_ __._ (AREA) (0.74 GPD/S.F.) = GAL/DAY q Loamy 10Yr 311nd 0 AS-BUILT H-20 DISTRIBUTION BOX , 1, i (429.8') (0.74 GPD/S.F.) = 318.1 GAUDAY \ i 16" 30.37' AS-BUILT 500 GALLON H-20 LEACHING CHAMBER - - �-L.SA_r ' ! -1_SAI TOC)i� ^y TOTALS: ACTUAL ELEVATION "AS-BUILT" / TOTAL NUMBER OF CHAMBERS 3 g Sandy Loam 10Yr 516 #51 SC'OP TOTAL LEACHING AREA 615.0 SQ.FT. REV. DATE BY APP'D. DESCRIPTION 34- EXISTING i - 3 BEDROOM ll�' �co TOTAL LEACHING CAPACITY 455.1 GAL./DAY 48" 27.70' SEPTIC SYSTEM "AS-BUILT" PLAN pWELLING TOF = 37.0± '-. 35 PREPARED FOR: t CAPEWIDE ENTERPRISES z -m N w MAP 317 `� Medium Sand too w LOT 31-2 2.5Y 616CID C LOCATED AT N 62,595t S.F. 51 CAPTAIN MURPHY'S WAY BARNSTABLE, MA 02630 NOTES: SCALE: 1 INCH = 20 FT. DATE: MAY 9, 2017 1.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE 132" 20.70' PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT DATA I �I 20 aI aI FEET SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF No Mottling, Standing or Weeping Observed ZNOF NEI SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. cy PREPARED BY: RESERVED FOR BOARD OF HEALTH USE "AS-BUILT" �� CHUXMNRCHILL.JR. m JC ENGINEERING, INC. 2.) PROPERTY IS NOT LOCATED WITHIN A DEP APPROVED ZONE 2 OR THE I AS-BUILT C"'� y 2854 CRANBERRY HIGHWAY ESTUARINE WATERSHED AREA. 41807 3.) CONTRACTOR SHALL GRADE THE AREA OVER THE SAS SO AS TO PREVENT SITE PLAN- PLAN JST� / EAST WAREHAM, MA 02538 PONDING OR POOLING OF SURFACE WATER DIRECTLY OVER THE SAS. 508.273.0377 SCALE: 1" = 20' Drawn By: BJW Designed By:BJW Checked By: MCP I JOB No 3780 14 77-YE�Z P1 Z4 / 000 4-,g 7:� IWO cr- 1AJ! IJ 4�) 44 '50 40— w 34 32 /-/0)2/2!. 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Proposed e I e vcLJL/Or7 2 eE-: a,>u IA2 F---/--7 e Ai-rs 10 r- e> = e></S /-7 C 0/-7 -/-C>U r--5 61 de .I:- 19,r->11=>A2 0 V C- D E,,Q L 7-A4