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Home My WebLink About0016 NANCYS LANE - Health 16 Nancy's Lane Hyannis ` A= 250-109 TOWN OF BARNSTABLE LOCATION *✓ �(l SEWAGE VILLAGE 1- t�p�jai�<,`^ ASSHSSOR.'S MAP l� LOT` - INSTALLER'S NAME & PRONE NO. -SW9 SEPTIC TANK CAPACITY /61 O LEACHING FACILITY:(type)�q r 4l (size) _ NO. OF BEDROOMS .,� PRIVATE WELL OR. 1 iLI(_WATER — BUILDER OR OWNER r•�SAb �6�A� 3/ ! fu �c9 e�/'� _J DATE PERMIT ISSUED: �/�l� DATE COM LIANCE ISSUED_ VARIANCE GRANTED: Yes filk o 0 �`h No.._3 Fm$... � 5...... - THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH ►/�l---------------------oF.....-- -- V. l�l Appliratiun for Disposal Works Tonstrurtiun rumit Application is hereby made for a Permit to Construct (4 or Repair ( ) an Individual Sewage Disposal System at: **,Lfo.�. 1 �.... !>42Jn�L 2. 1. -=- Location-Address or Lot No. (_}.... ......... _7.. >-� ._. fA�1h11. ............ W Owner Address Installer Address Type of Building Size Lot...��iA ., .......Sq. feet Dwelling—No. of Bedrooms............3...........................Expansion-Attic (/v0) Garbage Grinder �b) aOther—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Other fixtures ...................................................... Design Flow..............41 Q_..............._..__..gallons per person per day. Total daily flow._430xJc5 .......gallons. W Septic Tank—Liquid*capacity ..gallons Length-_et 4n6.k Width._kn/D 11 Diameter._.-- -'__.... Depth---p,�--.t$k. x Disposal Trench—No. .................... Width.............___.... Total Length.................... Total leaching area....................sq. ft. i Seepage Pit No-----------I--------- Diameter........1.0.__..._. Depth below inlet........1ti-_...... Total leaching area._S. - Z Other Distribution box ( ) Dosing tank a Percolation Test Results Performed by... P- C" !-_.. ... 4g.1!2E7r`......... Date....`,-.j. •' ............. Test Pit No. i...4.1:...minutes tZ per inch Depth of Test Pit__---- s.9... Depth to ground water.__.i,��........... 44 Test Pit No. 2.... ..2--minutes per inch Depth of Test Pit..__._/.Q..&V... Depth to ground water___._0_{A----------- t4 ---------------•--••------•---- � Description --o-if''1S�oil•2v,�11.�.:_-..-G.Q�2.--1t.5 U Q-r•-.l�-�-'-.l'- U r Nature of Repairs or Alterations—Answer when applicable............................................................................................... •----•--•-----••----------••••-•----•••---•••-••••-•---•---•••-•--•-•••••--•••-••-----•..............••-•...---•-••------------•••----•---•---------•------...---------•------------•------•--•--•--•-- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been ' ued by the board of health. Signed?•--• y`.�-.....-•---•-•-•• ................................ Application Approved BY Date \l'3 ---�---- 5--•.............••••--••--••------•--•-- .......�.._—/ Date Application Disapproved for the following reasons:.............................................................................................................. .......................•-..................._...---•-•-•----.._._....•----••--•---•••-......-----• ---•-•-•--•-.......--•-•--•-------•--....•----•••--------....___.....----------......_.__•---•- �t� Date Permit No..•--••--- r---- .......... Issued_........................................... ate Date No.... Fim.... .,5....... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH h� ......................OF........ �-� � -i. .-.------------_-- ' Appliration for Disposal Works Tonstrn.rtion Prrutit Application is hereby made for a Permit to Construct ( f) or Repair { ) an Individual Sewage Disposal System at: 4.9kiis t s....................... ........------...... Location- Address ^'' or t No. r t� n� � .. . .........r l�T 7. � 0 tJ j�{ 9e 1�'� y7 /'TNI!1. --- Owner --••-••.........................Address Iv's'ta er Address S feet � Type of Building U YP g Size Lot.... .-tS�•-_ q• Dwelling—No. of Bedrooms.............3----------.___•-______--_•-Expansion Attic (Alp) Garbage Grinder (Ab) Other—T e of Building a Other—Type g ____________________________ No. of persons............................ Showers ( ) — Cafeteria ( ) dOther fixtures ----------------------------------------------------•.•----••••---•-•-••••••••••--•-•---••••-•••-•--••-•••••-•••------••......--------.........•-•--- W Design Flow...............W)......................gallons per person per day. Total daily flow__ -3_QX)!5.--41_` �......gallons. �W Septic Tank—Liquid capacity./QUIC _gallons Length___�i_+__-b.'`Width...4L,2011 Diameter__.___.-'----- Depth..._r�_ x Disposal Trench—No..................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No-----------I......... Diameter........10....... Depth below inlet.........A-`___. Total leaching area... Z Other Distribution box ( ) Dosing tank ( ) 6 15 C-0 •--6_ku?! f •------- Date_... a Percolation Test Results Performed by.__._ C?!_. ,�\ _.;_._ -------------------- Test Pit No. 1...4n.'Z___minutes per inch Depth of Test Pit-------_2s_ __ Depth to ground water.--.___h)Ia....... (s, Test Pit No. 2__._4_!.minutesper inch Depth of Test Pit------- Depth to ground water.....0_1'A---_--___. P+ ------ --------------- ------------ ------------------••----------...-----••-----•-•-••......•.......................................................... O Description of Soil__;.: _d__._ 1 _ D' ` x p .o.:-.L_.5. �� ` ��...�.QIC<-1...�r ��. 1�.................�t � Cr�M"� ,= b I 1 / if �. ...........•.. .) V �2;1?. ---y--.. Z�U.._.J�l �?(.4aM__t . tl:_ SfJTI D. .....'*r�-� {J"!'`� ��'_�Stl�ySt714 � lr.�.r../�,�?---M_ lP.�.r�aM_�..c ��---- b�.t.l,:�-------�-�---•---'--�'!`'�S j--�=-�-----IGiP---,l'(�rUtUt�-(u��_ "b. U Nature of Repairs or Alterations—Answer when applicable._.............................................................................................. -Ag•-- ree-e__e-- -----t-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- men The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLZ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been i ued by the board of health. P P Signed ...... '�P �- ... .......................................• ..... .......................... Date Application Approved BY.......... •..... �{ - Date Application Disapproved for the following reasons----------------•-•------------------------------•------------------------------•-------------------------....._. ...--•----------•---•-------------•---•---------------------•-------------...------------....-------•---•-••...--•--•---•-•--••••-•-•---•-•-•---•--•-----••••-•--••----•............................... .•--Date----_- Permit No.......... '". '�---------- Issued•.------•-----•----••--•--•--•--•-•--- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH , ��C_f .........OF........... � �...�.... ............................ Tn#ifirFat a of TontpliFanrr THIS IS TO CERTIFY, That-the__In(iv dual Sewage Disposal System constructed (><)- or Repaired ( ) by•••--•••--•-•-•_.. ..........r::..:-•==--�. . ..`r-11- .c -------------•-----------------•----•----•--------------....-•-•-•-------•-••-•--•-----•------------- Installer has been installed in accordance with tMe provisions of TITIE v 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No .. -___ ,........ dated................................................ THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.........................g-.....4`® .U•--•---••••--••-•--•---• Inspector...................... _`...................................... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - FEE.... .. /............ Disposal Norks 1011on#r iopt rrntit_ Permission is hereby granted......... !_t _��l to Construct ( \4'or Repair ( ) an Individu�all Sewage Disposal System atNo. G-c• T ...-l �j�' A/6a ............................................../........................... Street J as _ = shown on the application for Disposal Works Construction Permit No. �44_ Dated------- -----�j�t� / A Board of Health N DATE.................. �� ----------•• F RM 1255 HOBBS & WARREN. INC., PUBLISHERS i - ��' SOIL TEST >GMbr�1- 10' MIN. PRECAST CONCRETE RISER SEE NOTES 2 & 3 �D2'D 4" SCH. 40 PVC PIPE DATE OF SOIL TEST 1- l -8Co MIN. PITCH 1/e" PER FT. WITNESSED BY LcKm a A 8 9ACKFILL WITH PERCOLATION RATE MIN./INCH Akol CLEAN SAND 3 -- - ---- - - - /,v OBSERVATION HOLE 1 OBSERVATION HOLE 2 M 12 ELEV.a M PX — ---- .- ELEV.- PITCH —0.00 —0.00 1/4" PER FT. �� 3 '5,vgSa►l FLOW LINE 2" LAYER OF Mi✓D I VM l_oAR.S_ NF,G IJM Cvh 1/s' - 1/2' �*1D a�4a D U i0 Kea I�„ IE:: \ WASHED STONE —t"00 2 0" r — 7,np -'i,DO <, LEVEL r Mt Ulu l CDkRejE. h 1i vM /Z_ 4'-0" r7 o SA vi 1�> !Il LEQUID > VVEL 8ca1/4" - 1 1/2" — 12.ao (Gl-OV, '}9,�� — 10-Oo (t;1.E✓. 5 • 3) ,�} WASHED STONE DISTRIBUTION B 0 X > W P6 R:�t-hTio rl rF7 r�l o , 7D DESIGN CALCULATIONS NUMBER OF BEDROOMS loon GALLON SEPTIC TANK GARBAGE DISPOSAL UNIT emu_ TOTAL ESTIMATED FLOW SEWAGE DISPOSAL SYSTEM PROFILE GAL./BR./DAY X _.1 BR.) �2zOGAL. /DAY REQUIRED SEPTIC TANK CAPACITY '' -�92_GAL. NOT TO SCALE BOTTOM OF TEST HOLE 1 ACTUAL SIZE OF SEPTIC TANK 1 000GAL. LEACHING AREA REQUIREMENTS - BREAKOUTCALCULATION: c�Ec k- SI.aP� r� �i„ p,a SIDEWALL AREA Z GAL. S.F. �° LEACHING PIT / 7 46 N�L- �� o I c BOTTOM AREA LEACHING CAPACITY' (BOTTOM GAL./+ SIDEWALL) _,EE�GAL. RESERVE LEACHING CAPACITY SjD GAL. NOTES: / N 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF -F-21sge,�----- RULES AND / REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. LC� 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 12" OF FINISHED GRADE. 3. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE / Lv SHALL BE MORTARED IN PLACE. / 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR N J , c --� WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR ,tv '�- _ PARKING. SI LEGEND: 5. HORIZONTAL AND VERTICAL CONTROL, SEE LEVY, ELDREDGE & WAGNER FIELD NOTEBOOK #_'Li Z 2 A�s EXISTING SPOT ELEVATION OOXO 6. AS-BUILT f::0JNDATIof I PLAN IS REQUIRED. t ✓-- -.._ ,' c,� AfL' "'o,L EXISTING CONTOUR-------00----- AT Fl" _ C-uV44T ion 2 ` �` /Z� FINAL SPOT ELEVATION z ' ° FINAL CONTOUR °; f �3� SOIL TEST LOCATION 8AI TOWN WATER - W W -- N�i SEPTIC TANK ❑DISTRIBUTION BOX APPROVED: BOARD OF HEALTH ❑ P / PRIMARY LEACHING PIT RESERVE LEACHING PIT t IDATE AGENT PROJECT LOCATION: LoT Iq- 9 �o NANL`S s L-ANE 7- I\ �� APPLICANT: �O - �Z,�r ".� LEVY, ELDREDGE & WAGNER 4� ASSOCIATES, INC. ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS �N4EN aF;R >3 889 WEST MAIN STREET way CENTERVILLE, MA 02632 &( oo `` - ( A. r , DRAWN: CHECKED: DATE: REV.; - r "l _ FL-A o LEVY I HCT /b/p sl ', t LOCATION MAP JOB NO. � "� SHEET l OF flit SOIL TEST ;CMDrj• 10' MIN. PRECAST CONCRETE RISER (p 2 0 SEE NOTES 2 do 3 4" SCH. 40 PVC PIPE DATE OF SOIL TEST 1- MIN. PITCH 1/8" PER FT, WITNESSED BY - -lom 11' Ke-A-4 A _ BACKFILL 1MTH PERCOLATION RATE 2 MIN./INCH CLEAN SAND -- -- ---- -- � �v OBSERVATION HOLE 1 OBSERVATION HOLE 2 ELEV.— �� ELEV.— - PITCH —0.00 —0.00 1/4" PER FT. gSo I l_ Tir S u So(L FLOW UNE / 2" AYER L OF Nea +�D 60AR.SE Sr4t�D /Sr / , WF.GIJM CrJA IU"Aw „ WASHED STONE 1.4 2— r I SDIES—700 ,00 `'7anlf.S t{��luM c�hp�, vNl GciAtZS� 4'-0" LIQUID 1/4" — 1 1/2' 5-1• LEVEL — 12 (C V �f'�, b� — lo.00 (�LEK 2) �, / �\ v I WASHED STONE 1f� TAP.. q tcvJ�?tip DISTRIBUTION <> F B 0 X / DESIGN CALCULATIONS NUMBER OF BEDROOMS l000 GALLON SEPTIC TANK GARBAGE DISPOSAL UNIT _ TOTAL ESTIMATED FLOW 10, (1� GAL./BR./DAY X _� BR.) .�.�o GAL. /DAY SEWAGE DISPOSAL SYSTEM PROFILE �-• .� REQUIRED SEPTIC TANK CAPACITY ' 1.5x3 _ -,LJL5-GAL. NOT TO SCALE BOTTOM OF TEST HOLE ACTUAL SIZE OF SEPTIC TANK I.a�nGAL. FETE BREAKOUT CALCULATION: c�}�c� �i(.�f'E �• �L �,0.o LEACHING AREA REQUIREMENTS /;,, ;- I- _ 7 LEACHING PIT SIDEWALL AREA �� GAL./S.F. i..� r c C7 , ! O L 2D Acnmt, ol� BOTTOM AREA D _ GAL./S.F. LEACHING CAPACITY (BOTTOM + SIDEWALL) L6--72 GAL. TT RSERVE LEACHIN1'0G CAPACITY 550 GAL. NOTES: / 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.Q.E. TITLE 5 AND THE TOWN OF ------ RULES AND / REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. Lc 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO 1 7 ' WITHIN 12" OF FINISHED GRADE. 3. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE / 0 �,� OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR NA C --.� � WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING -� SHALL BE USED UNDER OR WITHIN 10 FT, OF DRIVES OR PARKING. \ LEGEND : 5. HORIZONTAL AND VERTICAL CONTROL, SEE LEVY, ELDREDGE & WAGNER FIELD NOTEBOOK / 6. AS-BUILT I=ojpJ D ATIot) PLAN IS REQUIRED. &o-=� A �� EXISTING SPOT ELEVATION OOXO �.! ,..- ,� �• 60, EXISTING CONTOUR-------00------- S4 44 FINAL SPOT ELEVATION E= / 22 ' _`` `� FINAL CONTOUR i ---- SOIL TEST LOCATION TOWN WATER W W SEPTIC TANK o� DISTRIBUTION BOX ❑ APPROVED: BOARD OF HEALTH / PRIMARY LEACHING PIT O RESERVE LEACHING PIT DATE AGENT \ { PROJECT LOCATION: yoT�N4 Lor ,- - w e I-+YANr.1 ►� ��RN�rf�>3�>c APPLICANT: N m� �k �Tttw�t.� �OU►�JT`( 8o11.p�f F'AL�IOUTN R D. LoT s`� �Z�T q LEVY, ELDREDGE & WAGNER /2 \ \ \ �� w S OJ/ T �9os� ASSOCIATES, INC. \ s F' _ _ 0 ENGINEERS LANDSCAPE ARCHITECTS LAND SURVEYORS _ r * w� \ �° �5 .►gyp p'6 440889 WEST MAIN STREET N4FN CENTERVILLE, MA 02632 &(.00 -'- - SIT �,L�� I L Y ;' 3 DRAWN: CHECKED: DATE: REV.: W u HLTr '' �� 1 SHEET ' OF I LOCATION MAP JOB NO.