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0093 LONG POND CIRCLE - Health
93 LONG POND CIRCLE Centerville A = 209 - 038 0 C 10259 No.Ham...1630R NAtTING& YN TOWN OF BARNSTABLE LOCATION SEWAGE# ' ® (4-4 �� VILLAGE et ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.'5-)r)oc`(✓ A -1 t'c5j 0,3 5,)c- SoS3--�2D i/•� SEPTIC TANK CAPACITY( &1 S-ht o4 .LEACHING FACILITY: � (type) !AA�de C_ (size) NO.OF BEDROOMS OWNER �c PERMIT DATE: a-;�Z,58_i 13 COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Jv f' 1 YEN"C- 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 CI-3 ��� Pa�c� Cc PIP*JT VtNi � o olas t 6 A iZA C, F— A A ire ear$ �.� odt - 9-3, �( 0O--37 2_ G 3 � � No. _0 13 -0 7 O Fee (JO THE COMMONWE7a►LTIk OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ftpliLatl.on for NsposaY,bpBtem Construction VPrlltlt Application for a Permit to Construct( ) Repair(Upgrade Abandon( ) ❑Complete System [individual Components Location Address or Lot No.Cj S LCY J,5° i qce Owner's Name,Address,and Tel.No. Assessor's Map/Parcel Q_ .. 35' � � �- .` 5I'VC-'/\ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. sa / Type of Building: Dwelling No.of Bedrooms 3 Lot Size o2�}, (�«p sq.ft. Garbage Grinder( ) Other Type of Building ` )C/ySP No.of Persons -,I— Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided -I ;awl gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Arc, '3Cv lAC. V4 —2-0 Description of Soil 5 E iC- e`c^) Nature of Repairs or Alterations(Answer when applicable) t_N3s tr A. &�n d , A 5 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. Si Date Application Approved by Date ? Application Disapproved by Date for the following reasons Permit No. U I 0 7 0 Date Issued ✓Z�' T t n! X 1 No. 3 'V 7 r Fee U U —. THE COMMONWEA614I OF MASSACHUSETTS Entered in computer: a PUBLIC HEALTH DIVISION -TQ VAN,.q BARNSTABLE, MASSACHUSETTS Rpplication for ]Disposal.-pstPm Construction Permit , Application for a Permit to Construct Repair( )-.*Upgrade Abandon Complete System Z4nividual Components Location Address or Lot No. CI 3 Lo-j5 C I {C)f Owner's`Name,Address,and Tel.No. Assessor's Map/Parcel a - 3S � N�e�„1 s V, y " Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. lam— �51u5 A 1fo.N a T`c _ >=N JINC'PI�NC uoC,,(1C S Type of Building: J Dwelling No.of Bedrooms 3 Lot Size ;20 sq.ft. Garbage Grinder( ) Other Type of Building \r1(w5to No.of Persons Showers( ) Cafeteria( ) Other Fixtures i Design Flow(min.required) '�2)0 gpd Design flow provided gpd Plan Date �'��j I '� Number of sheets Revision Date Title Size of Septic Tank e X ISfi INS Type of S.A.S. A ic. -5(, to C_ Description of Soil Se r. 1P\c^) i 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 and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si gxr Date E3—/'5 ( , Application Approved by Date — T Application Disapproved by Date for the following reasons Permit No. ') U 17— 0 7 G Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( vr� Upgraded( ) Abandoned( )by at C-A ( ��c r r J C%t c �C caJ"TP has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.a2 13 '07n dated InstallerG�An.yr,,) S,JC Designere. #bedrooms -?z Approved design flow 3 gpd The issuance of this permit shall/dot construed as a guarantee that the system wi 1-fu cn Lion designed. Date ;Z `�/ Inspector No. d - v ?v Fee l�lJ V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS bisposal *pstem Construction 3permit Permission is hereby granted to Construct( ) Repair( � Upgrade( ) Abandon( ) System located at �{3 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:Const ction ust be completed within three years of the date of this pe it. Date Approved by( ��'�✓ J, r �� V / 03/04/2013 14:40 5084775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Reguilatory Services $ Thomas F.Geller,Director Public Health Division Thomas McKean,Director 200 Maia Street, Hyannis,MA 02601 Office: 508-962-4644 Date: Fax: 509-790-6304 3 y /,� Sevrage Permlt# �j ` lRdg ��,��Assessor's.Ma�IParrel ���3� Iler7� er Certificati n Form Designer: W o Installer: �+• 1Z,ti�s,�• wt t Address: Lz y, .��� 1�I_„► — Address: lb B, s-d �t a y C .•�n llsx OZO-z 4 On Z f `� was issued a permit to install a a ) (installer) septic system at u re_u on a design drawn by G a ess dated 13 (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. Stripout (if required) was inspected and the soils were found satisfactory. Aldk 4r c y,H C Vr+,t3 v,3 ee-k 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. Stripout(if required)w . ted and the soils found satisfactory. jN OF PETER T. M CENTEE ler s Signature) CIVIL y CA 137fe 4 (Designer's Signature) (A ix Design PLEASE RETURN TO,BdM TABLE PUBLIC HEALTH DIVISION. C H114CATE AS- OF COMPLIANCE WILT. NOT BE ISSUED UNTIL BATH THIS FORM BUILT CARD ARE RECKUM BY THE BARNSTABLE PUBLIC MAALIH pIVISION. THANK YOU. q.�offim formAdesig aTtifieation formal- . Town of Barnstable• P# Depart-ment of Regulatory Services t . Public Health Division Date t 200 Main Street,Hyannis MA 02601 Date Scheduled Time! K `C/ Ticyd, C Fee Pd. . Soil Suitability Assessment for Se a e Disposal Performed By: \j-+�c �-"L�-et Witnessed By: LOCATION&:GENERAL INFORMATION Location Address a �?v .tov, 1�� Gc�-�� Owner's Name (feoA- .\kL (MA- Address 13 e" G� C2n1�VL,� Mo- Assessor's Map/Parcei: 20 cl-035 Engineer's Name P �� NEW CONSTRUCTION REPAIR Telephone#. -<Zr;g' Land Use -Ckk✓1-t 1 Slopes -) Surface Stones / r Distances from: Open Water Body td+_ft Possible Wet Area. (h3( ft Drinking Water Well� ft Drainage Way JY� ft Property Line —IL—ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) 1 t L6 Parent matetiatNA4)1� Depth to Bedrock �J�A Depth to Groundwater. Standing Water in Hole:_ 0"/Y47 Weeping from Pit Race /V Estimated Seasonal High Groundwater � � DETERMINATION FOR.SEASONAL HIGH WATER TABLE Method Used: Cr TR- C-t�-.C'oMu AA:S.5�c-, Depth Observed standing in obs.hole: 9--A [L,93 in, Depth to soil mottles: J/16- in. Depth to weeping from side of obs:hole: AdJtistlt%ent Index.Well.#P�1 W 'Reading Date:� Index Well level, Adj,factor�l Adj.Groundwaterlevel— )►i / �� PERCOLATION TEST We Tlme,�,_._ Observation Hole# `�l t avn QlR Time at h" -- Depth of Perc Z tM-V%rt cLjIme'at 6" Start Pre-soak Time® ,c ,s. anf 'Time(9".6") End Pre-soak V . k-t-, � \C Rate MinJInch Site Suitability Assessment: Site Passed_ ,L_ 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:\SEPPICIPERCFORM.DOC DEEP OBSERVATION HOLE LOG Hole# _ Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. itGravel) 3 6 -13i C DEEP OBSERVATION HOLE LOG Hole# 2— Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.: Consistency.%Gravel) r G-13Z_,- L M S .Z-S -------------T A DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,:Boulders. Consistency. G' vell DEEP OBSERVATION HOLE LOG '. Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,.Stones,Boulders. o Flood Insurance Rate Maps Above 500 year flood'boundary No_ Yes Within 500 year boundary No, n Yes Within 100 year flood boundary No Yes Depth of Naturally Occurrine Pervious Material Does at least four feet of naturally occurring pervious 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 material? Certification I certify that on << (date)I.have passed the soil evaluator examination approved by the: Department of Environmental Protection and that the above analysis was performed by me consistent with the required trai g,expertise and experience described in 310 CMR 45.017. Signature Date 1� Q:\.SBPTIGIPERCFORM.DOC ASSESSORS MAP NO: � .��� ky 'PARCEL N0: r _ 75 .00 No. Fss.. ......................... THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH Torn. .. .--• ---....OF......Ra.rnst.ab.1.e j App irFa#iou for Dispvii al Works Tonstraurtiuu Prrutit Application is hereby made for a Permit to Construct ( ) or Repair Ocg) an Individual Sewage Disposal System at: .... 93 Lon Pond Circle Centerville �� '-�� P ._ . .....................•----------...-----.------..--........... �P --- Location-Address or Lot No. ................ ............................ Owner Address a J .P.Macomber................................................ •---••-•-•--....-•-••-----••••-•----•---•.....-•-••••....-••-••--....----••--••-•----------------- - ---- Installer Address UType of,Building Size Lot............................Sq. feet �-� Dwelling XXNo. of Bedrooms............. .............................Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building a g ---------------------------- No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures ......................... -----------------------------------•••-•-----------•-------•----------•-•-••---••------...••--••......------•-••-•--•-••••. W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 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........................................ 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........................ a ----------------------------------------------------------------------------•-•-•----•------•------........................................................ 0 Description of Soil........................................................................................................................................................................ x Dand & Gravel U ••••-•••---••--•-••--•-•••-•-•----•---•-•-•-•-•••••------------•---••-•-......---••-••--......-•---.....•-••••-•---•••-----••••---•----•--•----...-----••-•••-......--•...-••••-•-•---•---••......---•• W x -----•-----------------•------•-•----------•----•------•...----•-----------•---....---•-••••-•-.....----•-•-•-------•--•-----•------••••----•-•-••----•••-......-----.................................. U Nature of Repairs or Alterations—Answer when applicable.......1_----1.00.0-__g.allon...;dt..................................... --------------------------•-•---•---------------•----------•-------------------•••-•---------•-••-•----•---•--•-1_--1500---.a11on_ tank-----•---------•--•--•-------....---- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of'TIT.: 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be n issued y t$ board of h h. , Signed.._ . ' .. ._ ....................... ...... 1-QZ•2 0J 8 7 Date Application Approved BY--- ®- It -- ..... --•••......-•-• •... :...----•................•------•---...._ O� D to Application Disapproved for the following reasons-----------------------•-----•-------•--------.......--------•---------------•---------------•-......-•-••------- .....-••-•-•--•---•-----••---•••••••••••••--••-----•-----••-•-... Q /,�,G� Date Permit No..A?..��-:�k.1... -. Issued._....... to Date No.0............. 7 5 00...... ........................ THE COMMONWEALTH OF MASSACHUSETTS ��9' BOARD OF HEALTH .......Town . ...................OF_..Blarnst.able...................................................... Apptiration for Miposal Works Tomitrurtijan Vautit Application is hereby made for a Permit to Construct or Repair )(X an Individual Sewage Disposal System at: 93 Lone Pond Circle Centerville ................................................................................................ .................................................................................................. Location-Address or Lot No. I . ..............KrA__5QQ.t'_t.. 5.............................. .................................................................................................. owner Address ..............J...P..Aacomb_e.r.................................................. .............................. .......................................•......................... Installer Address Type of Buildinz Size Lot----------------------------Sq. feet U DwellingXyNo. of Bedrooms............3..............................Expansion Attic Garbage Grinder A4 Other—Type of Building ---------------------------- No. of persons__...__.....__....._........ Showers Cafeteria P4Other fixtures ...................................................................................................................................................... Design Flow............................................gallons per person per day. Total daily flow............................................gallons. 04 Septic Tank—Liquid capacity............gallons Length................ Width___............. Diameter________-_______ Depth................ Disposal Trench—NTo. .................... 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........................................ P4 Test Pit No. I________________minutes per inch Depth of Test Pit.................... Depth to ground water_-___________-__-_-____. �_4 PL4 Test Pit No. 2................minutes per inch Depth of Test Pit..........__._...._. Depth to ground water......._._..__......____ 9 ............................................................................................................................................................ 0 Description of Soil....................................................................................................................................................................... �4 U .........................................................................Dand & Gravel............................................................................................................................... W ---------------------------------------------------------------------------------------------------------------------------------------------......................................................... Z U Nature of Repairs or Alterations—Answer when applicable-----1-_1999---q?WPA...pit ...................... 1-1500 gallon tank --.--------------- ---------------------------------.................................................................................................................................................................... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of 5,oi the State Sanitary Code—The undersigned further agrees not to place the syst6n in operation until a Certificate of Compliance has b n issued by e bopLrd of health. Signed__ . . 10/20/87 ................... ................;.............. 'as b n issue, ... ..... ... ........ ..... .......................... ... .... ... Application Approved By. . . ...... .. ........... .... ...... ate . ..... Application Disapproved for the following reasons:................................................................................................................ ............................................... _& Date Permit No_n:�h. ... ............................. Issued............................................................ Date THE COMMONWEALTH OF MASSACHUSETTS, BOARD OF HEALTH Town Barnstable ..........................................OF.................................................................................... Tulerfifiratr of Toutpliattrr THIS Tq4�d.QLFeYt That the Individual Sewage Disposal System constructed or Repaired 4X - by---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- 93 Long- Pond Circle center,%Yiffre at..................................................................................................................................................................................................... Mrml- - . has been instilled in accordance with the provisions of Il ot The State Sanitary Code aq,descylbed •in the I To..g .......... application for Disposal Works Construction Permit ---------- dated_.... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT YHE SYSTEM WILL FUNCTION SATISFACTORY. DATE.......................Rz:... ...7.............................. Inspector.................... L............................................. P THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Town Barnstable ....................................OF..................................................................................... $ 75.00 FEE........................ Permission is hereby granted_..... ffacom er....................................................................................................... to Const"t 'oAcprp%elydrpl�c;in.Itt4�ik�rV-Eigi.EbDispo-,aI System t at 1,460 No-------------...................................................... ............................................ 4---------------- Street as shown on the application for Disposal Works Construction/P&m;ltt - 1--- Dated--- 7....... --- . .. ...vell(----_---_-_--------__-------- Board of Health DATE.. ------------------------------------------------ FORM 1255 HOBBS & WARREN, INC., PUBLISHERS ASSESSOR'S MAP NO. PARCEL-0 L0 -i� AT10N SSIWAGE PERMIT NQ. VILLAGE INSTA LLP'S� NAME i ADDRESS /�' 8, UA L D E R OR OWNER D-,ATE PERMIT ISSUED DATE C0MPL-LANCE ISSUED fit^ � � 27 `� i ,- _ -� 1 �\ ` �. � � �j� � � � ``���� � --. _ -._- b- - 1/?� �2�� � _ cow t 4 LEGEND 83.. . Longfond x 100.98 EXIS?iNG SPOT GRADE X ••. . . . . . . . 83,23 ed - gg -- EXISTING CONTOUR Long EDGE OF B.V.W.EW X• • •. . . .ge of water 83.11 -------- ___•d-�' 2�_�_ F x . .. . . 83.17 83,02 °c ° 1 --_--8 EW ' ' • ''• • • • • •x • • • • • X. •.. 83.03 -W EXISTING WATER SERVICE a - --___-----___ --96__J^� y�Q� EW EW ' • ' ' • . • • •X -G EXISTING GAS SERVICE `o �" Q. ---- 'I-$� � •� �\ EW -D:H:I - OVERHEAD WIRES no c� 1 I -------------- J� -_--- -8$-- TEST PIT LOCUS -------- -- - �� . --_-- -84-- BENCHMARK � o. _ + 91, + 91.39 - 6 86,00 � $ t S -��1,64 90.86 ` -_--_ g2 FLAG�R\❑LE + 91,75\ ------------- 8& ---- \� 9B M BLU 209 35 - _ --- ----- 93,21 `� '� -- -----_-- .-------J6 ---- P/an Bk 168 _ p 20,600 S.F. , \ 93,�Z5 ��8. �\ Xf 91,78 -- -----_____g_ _ 9 123 LOCUS MAP �------ z ----$ ---- NOT TO SCALE ' �i 94.13 -94 -------- --�4 ---- X x_31,99_ J + 95.12 + 95 ----`� ---92---- 92�7 _ + 8 95,48 94.810 95,60�x\ I \` X 92,22 ` GENERAL NOTES: 96.52 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL r Z 961�� 96,5 dx 96.7R 6.76 BOARD OF HEALTH AND THE DESIGN ENGINEER. � 95,08 92.40 X 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS rn 92,11 ! OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE W N 1� ` ` X DECK LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: 0 o J ,r- 97.06 �� �� � -310 CMR 15.405(1)(b): PORCH 97.77 1) A 2' variance, S.A.S. to cellar wall, for an 18' setback. x 96,60 X S 2) A 1' variance to the 3' maximum cover requirement, for 96-- X 4' max. cover. S.A.S. shall be H-20 and vented. 40 MIL POLY LINER 97,50 97,81 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE TOP EL.=98.2 Zvi i 3 DESIGN ENGINEER. BOTT. EL.=95.7 INSP. PORT may" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING SILT FENCE x 9/1: - 7 O O FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN SILT FENCE vj !) / ENGINEER BEFORE CONSTRUCTION CONTINUES. 1000'BUFFER 7A .5' _- �/ M / 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. FROM B.V.W. 10� _-_� JJJ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF -'�8-- THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF � i�1z1-J x 98.6 - X x Z HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. CD VENT � 7i--I / J 98.52 g, Of M 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. �• i I I01 1S P1 ¢I AG 4 Ss9 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. LAWN IRR/G T/ON gF�l PETER T. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS '�LJ�*1LJ 98,39 ' 7c5�77 k AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE N I I Q i McENTEE DIRECTED BY THE APPROVING AUTHORITIES. Q TP-2 �.� � ... r� .I. o CIVIL �. 8,25 ..: G� No. 35109 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 98.6 E� 9 RHO FALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING p THE LOCATION 0 S r %IFS�Y 1 .13 PAV. . ... >.. ,T2 97.72 �'£�/SZF NG\�C CONSTRUCTION. 1 L J :; :: .:' 8 47 D,Qj�:; ,:.�.„ 97:68 ry1 L 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE F SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE EXISTING LEACH PIT TO BE PUMPED, FILLED l dYq. 1 97 S.A.S. AND REPLACE WITH SAND AS SPECIFIED IN 310 CMR 255(3). r ( 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE . : ; ":" ' : , Ifl. WISAND AND ABANDONED INSPECTED BY A CERTIFIED SOIL EVALUATOR PRIOR TO BACKFILL. 99.89 99,47 .;.; EXISTING SEPTIC TANK 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND x3 IN V(OUT), EL.=95.29t IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. CB 103.82' �98.06 . ' CB PROPOSED SEPTIC SYSTEM UPGRADE PLAN LAMP N o4.32'30" w , CIRCLE CENTERVILLE MA I�10,14 MA ,NAIL'`. '. i S6'77 93 LONG POND , , 100.44 100,00 99,58 ed e Prepared for: D.A. Brown, Inc., P. 0. Box 145, Hyannis, MA 02601 9 of pavement SCALE DRAWN JOB. NO. BE SET OWNER OF RECORD Engineering by: 97.14 1"=20' P.T.M. 301-12 MAGNETIC NAIL SET SIRCH, RONALD HENRY TRUST Engineering Works, Inc. L ONG POND CIRCLE 9629 y 93 LONG POND CIRCLE CHECKED SHEET 2 EL.=100.00(ASSUMED DATUM) 12 West. Crossfield Road, Forestdole, MA 02644 DATE CENTERVILLE, MA 02632 (508) 477-5313 1/28/13 P.T.M. 1 Of 2 f NOTE`TO.PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.95.1 ' FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL 1 INSPECTION PORT(MIN.) CHARCOAL VENT DECK OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE AT END OF S.A.S. , (CONNECT ALL LINES) ZD T.O.F. PORCH 11 F.G. EL.=98.4f F.G. EL.-98.1 t F.G. EL.=99.1 t F.G. EL.=98.0 to 99.1(MAX.) EXISITNG f f MAINTAIN 2 GRADE (MIN.) OVER S.A.S. • L = 19' L = 6' } INSPECTION PORT68 © S=1% (MIN.) ® S=1% (MIN.) ONE (MIN.) 4"SCH40 PVC 4"SCH40 PVC (0• 6" 14" s 7.13" TO EXISITNG 48" LIQUID INVERT i- I LEVEL GASADDAFFLE INV.=94.87 PROPOSED INV.=94.70 (3 ROWS OF 6 UNITS AT 5.0'/UNIT) + 1.2' (1 COUPLER) = 31.2' �-"�26.4$.�' INV.=95.29t D—BOX SOIL ABSORPTION SYSTEM (PROFILE) O 1 EXISITNG INV.=94.59 -O , ARC G3E EXISITNG SEPTIC TANK ESTABLISH VEGETATIVE COVER L41 0 j %K �r BACKFILL WITH CLEAN NATIVE OR NI n-00 ^0� PERC SAND TO TOP OF CHAMBERS '1 N � D BREAKOUT=TOP ' i 63 0' TOP ELEV.=95.08 i NOTES: INV. ELEV.=94.59 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE 71 4 INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=94.00- 2) D-BOX SHALL BE SET LEVEL AND TRUE TO 2.83' S.A.S. LAYOUT GRADE ON A MECHANICALLY COMPACTED SIX 5' MIN. ABOVE BOTTOM OF INCH CRUSHED STONE BASE, AS SPECIFIED IN T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=8.5 310 CMR 15.221(2). EXISTING SUITABLE Note: Arc 36HC SIDE PORT (H-20) COUPLERS ARE TO BE 3) INSTALL INLET &_ OUTLET TEES AS REQUIRED. ADJUSTED G.W., EL=87.4 MATERIAL ALSO USED WITH THIS DESIGN. 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE POND EL.=83.0f AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. -63.5" USE 3 ROWS OF 6-ADS Arc 36 UNITS + 1 COUPLER PER. • ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION Wl 3" 33.8" N.T.S. DESIGN CRITERIA SOIL LOG NUMBER OF BEDROOMS: 3 BEDROOMS DATE: JANUARY 25, 2013 (REF#13,848) TOP VIEW SOIL EVALUATOR: PETER MCENTEE PE(SE#1542) SOIL TEXTURAL CLASS: CLASS I WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT 60" DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH END CAP END CAP FRONT VIEW SIDE VIEW DAILY FLOW: 330 GPD 98.3 A O 984 A O END CAP DESIGN FLOW: 330 GPD LOAMY SAND 0LOAMY SAND REAR/TOP VIEW mi" GARBAGE GRINDER: NO-S.A.S..IS NOT DESIGNED FOR GARBAGE GRINDER 97.8 10YR 4/2 10YR 4/2 6" 97.9 6 NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW _ B B TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY LOAMY SAND ! LOAMY SAND DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE, LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 10YR 5/6 I 10YR 5/6 4640 TRUEMAN BLVD .74 GPD/SF, 95.3 36" 95 4 36" HILLIARD, OHIO 43026 C I C am, Arc 36 DETAIL EXISITNG SEPTIC TANK: 1500 GALLON CAPACITY (APPEARS TO BE H-20) PERC ADVANCED DRAINAGE SYSTEMS,INC. UNITS MUST BE STAMPED H-20 PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED ON FILE PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 3 ROWS OF 6—ADS Arc 36 UNITS + 1 COUPLER PER � MED. SAND MED. SAND ROW WITH NO SEPARATION BETWEEN EACH ROW & NO STONE .2.5Y 6/6 2.5Y 6/6 93 LONG POND CIRCLE, CENTERVILLE, MA BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) ADJ. G.W.EL.=87',4 Prepared for: D.A. Brown, Inc., P. 0. Box 145, Hyannis, MA 02601 (Arc36 Units) 18 UNITS x 5.0 LF x 4.80 SF/LF = 432.0 SF 87.3 132" ,87.2 132" Engineering by: SCALE DRAWN JOB. NO. (COUPLERS) 3 COUPLERS x 1.17' x 4.80 SF/LF = 16.8 SIF PERC RATE <2 MIN/IN. (ON FILE) N.T.S. P.T.M. 301-12 TOTAL AREA = 448.8 SF SOILS ARE CONSISTANT 'WITH PERC Engineering Works, Inc. NO GROUNDWATER`ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(448.8 SF) = 332.1 GPD POND.EL.=83.0, -INDEX WELL MIW.k 29 WATER LEVEL=9.0, DEC 2012, 1/28/13 P.T.M. 2 Of 2 ADJUSTMENT = 4.4' ZONE D , ADJ. G.W. EL.=87.4 (508) 477-5313