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HomeMy WebLinkAbout0084 OLD PHINNEY'S LANE - Health 94=OLDTHINAVS,LANE Barnstable 'A y�,k ! t��� �_ A = •276 -321, "3' ll' 1, .. , r- 6 TOWN OF BARNSTABLE LOCATION(Py dd a xis 1Q')L SEWAGE#'2o'K VILLAGE &'r-J'f-AIt- ASSESSOR'S MAP&PARCEL 27b —0),.% INSTALLER'S NAME&PHONE NO.::Y Iy DII I S df qqy d o-W SEPTIC TANK CAPACITY /SG G 904, LEACHING FACILITY:(type)3-3e 1416br44✓; ,--1 (size) vZJ� +X /0''83 NO.OF BEDROOMS 3 OWNER1n3'��+� PERMIT DATE: COMPLIANCE DATE: - 6 Separation Distance`Between the:. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Weil 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�j a 3 V Oy L'i fi�B T S �S► 3 g 1 04� W -� O No. Fee �D THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 21ppliLation for disposal *- pstrm Construction Permit Application for a Permit to Construct( ') Repair( ) Upgrade( bandon ❑Complete System ❑Individual Components Location Address or Lot No. pi X 0%dYa.y� s Name,Address,and Tel.No. Assessor's Map/Parcel 76 a11 ;nS ��S �� p c'S/�► �; Installer's Name,Address,and Tel.No. O Designer's Name,Address,and Tel.No. Type of Building: Dwelling No.of Bedroom Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .r 3 3 o gpd Design flow provided �j q, 3 3 gpd Plan Date �� �- 1.�# Number of sheets Revision Date Title Size of Septic Tank l`'�S� Type of S.A.S. ,� S Description of Soil _ e_e, 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 Heal Si n Q Date Application Approved by Date Application Disapproved-by Date for the following reasons Permit No. Date Issued «•No.• ,l r 7 Fee IJ THE-COMMONWEALTH OF MASSACHUSETTS Entered in computer: 1 Yes PUBLIC HEALTH DIVIS.ION_- TOWN OF BARNSTABLE, MASSACHUSETTS 01ppl cation for Disposal 6pstem Construction Permit � Application for a Permit to Construct( ) Repair( ) Upgrade( bandon( El Complete System ❑Individual Components Location Address or Lot No. 8T d - r Name,Address,and Tel.No. Assessor's Map/Parcel 7 S ' o o 4 Installer's Name;Address,and Tel.No. y j p Designer's Name,Address,and Tel.No. 5w Type of Building: ^� ` Dwelling N'o.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Y � Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures ' ' V Design Flow(min.required) _3 gpd Design flow provided _ gpd s Plan Date k aO— 14 Number of sheets Revision Date Title Size of Septic Tank zm Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) j "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 Healt . Si Date —' Application Approved by Jr Date Application Disapproved by Date for the following reasons td Permit No. Date Issued ;'----------- = THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( )by at Cr� nEr� 01 has been cons cted in accorDce - ri -with the provi 'onsVTitle 5'an&the foc`Disposaf System-Construction Permit No f -`- Installer It�ii Designer #bedrooms Approved design flow -3 7J gpd. The issuance of this pe it shall not be construed as a guarantee that the system will fu as designed . r Date d / Inspector }�,, �) v V - ----- --—--- / -------------------------------------------------------------------------------------------- ------------------- No. J Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS NspoSal 6pstem Construction J)ermlt_~, Permission is hereby granted to Construct( ) epair ) Upgrade( ) Abandon ) System located at 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. 1 Provided:Cons do must be/complgted within three years of the date of this permit. Date Approved by Y i Too of Rarnsfalble, e Regulatory Services Ricb`ard V.Scali,WOW Dkktof '6 public Health Division � o. a 116ju •Ud(Om,Direotor 100 Alain Street'Hyanni4 MA,oZ661 AfrtcO SOS-8Q 4644, fk 5"0-6304 �irst�ller�i'beBi�cr Certf�lca�#on�'o,� , bate; � Sei�^age,bei'jfiit#anI 5,0T6 ,As' 4x"S'WpWamel � o De-09 per; -3i A40. w, gte�. xnsf�► � , - e •gept c:systeni at 19 01A PA.1-04- S La bash b��de�i�ri dt�wr#'.by r-114 -01)iv- A�s4r ifte 77h t ceit6%' that-ih&septic BY-Stein 1'6feXetft Aboi✓e!was'ifiMi IM sl ibste6tidly accart�inj�th. the psip;j*dh m include-mbQr-agproved changcs su&As latrrai cl tion of tht d3s i'bia i,U csti.; ndlo!i�:ie Ia�i3�, �Mgt gfngi��re� Wks inspeo;e#:at d �?, Wcm fat n fi�[U' cCiil3r. t 1•cerdf that-the septic tei33 iacterericeij sho a Baas:ilftstalled : •nra`oi •� e Breaker, , an.� ''1 eral r ocakt'ipn n�:th�,: S •r�y vertical.T€�t a�n any c m rye a�YtiPc :t?ttt i : Q�rdace vu(tF�` tiite&T aYtegXatin�pS. Pl$a,t7iif sSz S'�U ':l} 42 31 1•iG, Q1 tlV�' x 1 3 OUP(l1`T Wed 'm 1 ���0`o' d, B0 QI1$ W= r.y. ----_ Z•cemf+ibat ilae:•$Xstem�refierenced,Above was•cbnstntcted in fcomplWim with the toms tFie t1�;�pproy',al�otiers ti�'aP•P�?c.�ib1E). . t1�OF t l FgR{+IA kS No.4672$ pdoipff-s SjgnWIIe (Aft DO* Hero) PLEASE RETURN To BARrISTABLE PUBLIC REALM MR.. CERTYp'r D. F.COWLIM—C. T. arm .10TH TIUS YORM AND ,AS- BUIL.N'.CARD:ARE RECRIM-BYTHE BARNSTABLE PVBLYC HEAL DIVISI . 'Q��S.9pti4ll��gn�i, {�a�}eon FAfii."Rcv:8�14-1�.�iop �.,�, Town of Barnstable P# gip` a Department of Regulatory Services y` Public Health Division. 'Date Yl 16;g, �� 200 Main Syet,Hyannis MA 02601 A �'OfEp ru++"i i�'I�Jll /1 � Date Scheduled YJ R Time Fee Pd. r CW Soi Suitability Assessment for Se' 's s 1 , ' Performed By:Ye j,%3A E fney"e-5 Witnessed By - ` LOCATION&GENERAL'INFORMATION, 4 , LQocation Addressn - Owner's NametA Address A11 , •. �Gl�r1s�O t4lo ScvVh ,y`yanna , Assessor's Map/Parcel •�,b/Oa 1 - • Engineer's Name '.�^� ,��y � + al r NEW CONSTRUCTION REPAIR - Teeell,pphone# 5oa,.gq to Land Use Z950CVJ);Q\ Slopes(%)3—FF, Surface Stones 1V 4 Distances from: Open Water Body>I ft Possible Wet Area K&, ft Drinking Water Well?�fl Drainage Way '>I C.w ft Property Line 7)b .fl Other 't fl -. SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) �•,� N ZE CD ,S,f ca 1P� 26a�15.v , 9 _ 4 o� •Parent material(geologic) 1 1 y .i(A, Depth to Bedrock Depth to Groundwater: Standing Water in Hole: Air Weeping from Pit Face .. Estimated Seasonal High Groundwater +,frDETERMIlVATIONFOR�SEASONAL'`HIGH.WATERTABL'E �" Method Used: .Depth Observed standing inobs hole: in. Depth to soil mottles: .in. Depth to weeping from side of obs..hole: in. Groundwater Adjushnent Index Well# Reading Date: Index Well Level Adj.factor' Adj.Groundwater Level_ ff PERCOLATION TEST { llate Time Observation Hole# V - - Time at 9" v(J Depth of Pere Time at 6" ' Start Pre-soak Time Q L© �� Time(9"-6") End Pre-soak - • ^v°"�/ r Rate Min./Inch Site Suitability Assessment: Site Passed 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:\SEPTIC\PERCFORM.DOC "9 DEEV OBSERVATION HOLE LOG Depth from - Soil Horizon 'Soil Texture Soil Color w Soil Other Surface(in.) (USDA) (Mansell) - Mottling (Structure,Stones,Boulders. Consistency,%-Gravel Wab1f t DEEP OBSERVATION HOLE LOG Hole u r Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) - (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) - - D-1 Z A tr i GyO/V --- �:?0�f r.zr I UYW& -- e x`DEEP OBSER_ VATION HOLE,I OG: xw` Hole# ' ysr 22 t 01, Depth from Soil Horizon Soil Texture Soil Color 'Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. , Consistency,%Gravel INI t< x �, e, r DEEP OBSERVATION HOLE L * Hole# _ Depth from Soil Horizon - Soil Texlurc Soil Color Soil Other Surface(in.) (USDA) (Munsell)' Mottling (Structure,Stones,Boulders. Consistency,%Gravel) - Flood Insurance Rate Map: -x/' a Above 500 year flood boundary No Yes''` . Within 500 year boundary No L s Yes r . Within 100 year flood boundary No .. Yes_ Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pery us 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 on ® �7. (date)I have passed the soil evaluator examination approved by the I certify that �� ly ( Department of Environmental Protection and that the above analysis was performed by me consistent with �, v t: the required training,expertise and experience described in 310 CMR 15.017. Signature _ Date �l Q:\SEPTIC\PERCFOPM.DOC No. f' Fee 4�61,11 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pprtcation for �kgponl *potem Construction permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System El Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. v 3/ r Assessor's Map/Parcel v A, dal a Installer' Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 7 e"DwellingNo. 00ms .3 Lot Size �e4sq, ft. Garbage Grinder( ) Other Type of Building s /� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 230 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title It i Size of Septic Tank / Type of S.A.S. 00 Description of Soil allG�� Y Nature of Repairs or Alterations(Answer when applicable) dy �... tel;_i 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 f Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss hi and of He th. Signed Date Application Approved by Date Application Disapproved for the following reasons Permit No. ^% Date Issued �� -� fit Fee 45e,� THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 2ppffcatfon for �Digozaf &p.5tem Construction J)ermit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete.System ❑Individual Components Location Address or Lot No. 0_ t Owner's Name,Address and Tel.No. G ✓✓ ; Assessor's Map/Parcel o �-76, 0.2 1 Of Installer,'s Name,Address,and Tel.No. Designer's Name,Address and Tel.No. e of Building: Dwelling No.Xedroorns ..3 Lot Size sq. ft. Garbage Grinder( ) Other Type of Building S /9 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank5`TbD 614Z Tyne of SAS /Oao ~ Description of Soil .k Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r Agreement: The undersigned agrees to ensure the construction'and maintenance of the afore described on-site sewage disposal system in accordance with the provisions f Title 5 of the,Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has',been iss d�q^th' oard of He th. {I Signed �v f r Date " Application Approved by Date Application Disapproved for the following reasons Permit No. Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS 4-•Certtftcate of Compliance THIS IS TO CERTIFY, that the n-site Sewage Disposal System Constructed(P`fRepaired( )Upgraded( ) Abandoned( &Ztv Q.,c at �has been constructed in accordance with the provisions of Title 5 and the for Disposa System Construction Pe No. dated sue .-� ti' Installer Designer The issuance of this�permit�shall not'be nstrued as a guarantee that the system will,function as designed. Date �� Inspector . / --- -� --------------------------- — No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE,. MASSACHUSETTS lwiopotal *proem Construction permit Permission is hereby grante to Construct e air U rade Aband n System located at and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must tbbe'completed within three years of the date of thi 1trmit. Date: Approved 1616 Z2;;k 5AKN5TABLE, SEPTIC CON5TRUCTION NOTE5 : SEPTIC 501L TE5T LOG5 : SEPTIC 5Y5TEM DE51GN CALCULATI0N5 : 5EPTIC IF LOW FROIFILE : MA TEST HOLE 1 ; EL-77.5± SEWAGE DESIGN FLOW: NOT TO SCALE INSPECTION NOTE: 1 .)ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, DEPTH FROM 501L 501L 501L 501L OTHER 3 13EDROOM DMLLING @ 110 GPD = 330 GPD (5) COVER5 TOTAL TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. SURFACE HORIZON TEXTURE COLOR MOTTLING PRIOR TO FINAL INSPECTION BY THE ENGINEER, SYSTEM � (INCHES) (USDA) (MUNSELL) LEACHING CAPACITY REQUIRED: 24" DIAMETER CONCRETE COVERS NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS, 2.)SEPTIC TANK(5), GREASE TRAP(5), DOSING CHAMBER(5)AND DISTRIBUTION BEDROOMS (MAX.) @ 10 GPD = 330 GPD REQUIRED RAISED TO WITHIN G OF FINISH BOX(E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 0� -7" A LOAMY ff INE SAND I OYR 3/4 NONE SEPTIC TANK CAPACITY REQUIRED: TOP OF FOUNDATION GRADE (OR AS NOTED) ROUTE G COMPACTED, OR ON A G INCH CRUSHED STONE BASE. 7-4 A IN S N I 8 NONE ,•,rs EL=84.I (SEE SEPTIC NOTE#5) �� DAILY FLOW = 330 GPD @ 2 0 0 = GGO GAL. REQUIRED 42-I I I FINE SANG I NONE + :• 3.)SEPTIC TANK(5)SHALL MEET ASTM STANDARD C 1 1 27-93 AND SHALL HAVE SEPTIC TANK CAPACITY PROVIDED: a Pro osed EL= 7G.7 (MIN) -Pro o5ed EL=7G.5± Pro Deed EL=77,0± LOCUS AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT- �j TEST HOLE 2: EL=77.5± .' f 1500 GALLON SEPTIC TANK(MIN, ALLOWED} TOP OF SLAB �` \'�,�/ �,/` � �/` O w TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48. DEPTH FROM SOIL SOIL 501E 501E OTHER \' 4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" SURFACE HORIZON TEXTURE COLOR MOTTLING LEACHING CAPACITY PROVIDED, 76,8± g (INCHES) (USDA) (MUNSELL) 1 J 'X I .0 L CHING CHAMBER CAN LEACH: SEE NOTE 35" Pro osed ro s ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE Vt=1(25 X 12,83) + (25 X 2.0)2 + (12.83 X 2.0)21 X 0.74 GPD/5F=349,33 GPD #19 75.9+ p N -I " A LOAMY IN N I OYR 3/4 NONE r „ (9" Min- 3G" Max) CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 349 GPD>330 GPD REQUIRED , 74.1 + �i I -4 1" LOAMYFINE N I OYR 5/8 NONE 5.) RAI5E COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN, I z N 1-142Cl M IU FINE AN I OYR 8/G NONE PER 84" J, CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF INSTALL• 2" LAYER OF I/8"- I/2"STONE r ch FINISH GRADE, OR AS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. DATE OF TESTING: G/1 1/14 1 (1)- 1 500 GALLON SEPTIC TANK(5T=1 500-H-10 BY 5HOREY PRECAST) (SEE SEPTIC 4 7+ 10 14' 74.45 �3 3- '�% j OR FILTER FABRIC (GEOTEX 40 1) ° LU ONE (I) - 3 OUTLET DISTRIBUTION BOX(DB-3-H-20 BY SHOP PRECAST) PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN C I LAYERS, NOTE#1 7) / G,) PIPING SHALL CON515T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL TWO(2) - 500 GALLON LEACH CHAMBERS (LD-500 GAL. H-10 BY 5HOREY PRECAST) 3 73.67 �73.50 N N 3/4 - I-I/2 OF DOUBLE WASHED STONE STONE WITNESSED BY: KEITH E; FERNANDES, PE, J,M. OREILLY 4 ASSOCIATES, INC. � 4�p�� :', BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%. WITH 4 OF STONE ALL AROUND DONNA MIORANDI, AGENT, BARNSTABLE HEALTH DEPARTMENT 2' DROP ---- -- 7,) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED)SHALL BE NO WATER ENCOUNTERED FIVE (5) - 24"CONCRETE COVERS RAISED TO WITH G"OF GRADE WITH ADS RISER PIPE GAS BAFFLE 71 ,35 0 4" DIAMETER SCHEDULE 40 PVC LAID AT 0,005 FT/FT, LINE SHALL BE CAPPED USE A LOADING RATE OF 0.74 GPD/5F FOR SIZING OF SOIL ABSORPTION SYSTEM, NOT TO SCALE AT END OR AS NOTED. USE(2)SHOR.EY PRECAST 8.)OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST C, F 500 GALLON LEACH CHAMBERS G•O'+ DEED BOOK 2 1 1 9 PAGE 1 38 2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM, WATERTE5T DISTRIBUTION D l\_^I NAGS ✓OIL TL-5T LOG5 : 5EPT1 C GEN EI�AL NOTE5 : I I'+_ Longest Run WITH 4'OF STONE AROUND BOX TO ASSURE EVEN.DISTRIBUTION. � 1500 GALLON �27± 15 t (END VIEW) ASSESSORS MAP 27G PARCEL 2 I TEST HOLE 1 : EL=79.0± DB-3 EL=G5.3± BOTTOM OF TEST PIT#1 9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM SEPTIC TANK �., '' D_BO�, LEACHING CHAMBER THE OUTLET INVERT. DEPTH FROM SOIL TOIL SOIL SOIL OTHER UNLESS H-20 COMPONENTS ARE USED, 25.0'x 12,83'x 2.0' SURFACE HORIZON TEXTURE COLOR MOTTLING USE (i ) ST- 15OO-H- I O H_20 LEGEND 10.) BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CONSIST OF 3/4"TO (INCHE5) (USDA) (MUN5ELL) B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN AS MANUFACTURED BY 1-112" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE - " A LOAMY FINE ND. I Y 4 NONE LESS CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING, UJE (I) D5-3-H-20 NONE C,) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL SHOREY OR EQUAL TIMBER. WALL DETAIL: " """ 32 EXISTING CONTOUR INSTALLED BELOW THE CROWN Of THE DISTRIBUTION BE TO THE BOTTOM OF THE 2' LOAMY IN AND AS MANUFACTURED BY —32 PROPOSED CONTOUR 501E ABSORPTION SYSTEM, BASE AGGREGATE SHALL BE COVERED WITH A 2 -ICl I FINE ANC!_ I ONE UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK, � LAYER OF 1/8"TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. _ SHOREY OR EQUAL X J 2.3a. TEST HOLE 2: EL=77,5± NOT TO SCALE EXISTING SPOT GRADE 1 1.) VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET; 1 n �v tip ' yf I 24x5 PROPOSED SPOT GRADE WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, DEPTH FROM SOIL SOIL SOIL SOIL OTHER V`�,/ SURFACE HORIZON TEXTURE COLOR MOTTLING 25' -...'�� Exstm Dwelhn — W— WATER SERVICE LINE TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. (INCHES) (USDA) (MUNSELL) 9 9 12.)501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF -10" A LOAMY FINE N I CYR 3/4 NONE 4' 8.5' 8.5' 4' TOP OF FOUNDATION —O— OVERHEAD UTILITY SERVICE CLEAN MEDIUM SAND(EXCLUDING TOPSOIL). I - 2" OA Y IN SAND I OYR 5/,5 NONE FLOOR FLAN : EL=84.1 ± —u— UNDERGROUND UTILITY SERVICE 13•) FINISH GRADE SHALL BE A MAXIMUM OF 3G"OVER THE TOP OF ALL SYSTEM -I M F N ND I CYR,8/G NONE PERC 54" /� / � ° PLAN VIEW — G— GAS SERVICE LINE COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER NOT TO SCALE x� DATE OF TESTING: 2/25/14 s� SEPTIC TEST HOLE AND 501L ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER PERCOLATION RATE: LE55 THAN 2 MIN/INCH IN "C I"LAYERS, ��' ,�6'�' �pTp DRAINAGE TEST HOLE OF 9": WITNESSED BY: KEITH E. FERNANDES, PE, 1M. O'REILLY 4 ASSOCIATES, INC, _ / sT SEPTIC TANK SOIL TESTING NOT WITNESSED BY AN AGENT OF THE BOARD OF HEALTH r '/ : ° CRO55 SECTION 14.) FROM THE DATE OF INSTALLATION OF THE 501L ABSORPTION SYSTEM UNTIL BED ¢ KITCHEN RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE SOIL ABSORP- NO WATER ENCOUNTERED m DISTRIBUTION BOX DINING TOP OF TIMBER WALL TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH 5' C{BA R x r' cq SAS SOIL ABSORPTION S`i STEM AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM, Certification: ' "r ,, d N TOP OF SLAB ± 77.1 + Reserve RESERVED FOR FUTURE w.aY 4 : 1 5.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION I certify that on 10/24/05 I (Keith E.Fernandes)passed the examination LIVING % 76.6 ,, cP EXISTING CESSPOOL BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- approved by the Department of Environmental Protection and that the above BED BED j STONE / '; < . P OPOSED G"X G" PRESSURE `� UTILITY POLE QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING analysis was performed by me consistent with the required training,expertise / LD#I TREATED TIMBER WALL ® PROPOSED LAWN DRAIN (LD) THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE and experience described in 310 CMR 15.(47• m (2 ROWS) PERMIT AND APPROVED PLANS, 48 HOURS ADVANCE NOTICE 15 REQUESTED. NOTE: �- r/', /,' .� ��' / Ali FIRE HYDRANT I G.) EXISTING CESSPOOLS(3 TOTAL)SHALL BE PUMPED DRY, AND CRUSHED. AREA DB —� y _ - �� / 1.) WALK-OUT BASEMENT IS UNFINISHED PROPOSED G"LAYER OF TO LAWN DRYWELL ® WELL SHALL BE FILLED WITH CLEAN SAND AND COMPACTED TO MINIMIZE SETTING. NAN� D� iE: I l' i S 2•) FLOOR PLAN PER SKETCH PROVIDED BY " DOUBLE WASHED GRAVEL „ 0 DRAINAGE MANHOLE 17.) EXISTING SEWER LINE EXITS UNDERNEATH BUILDING SLAB, PROPOSED SEPTIC 5 SOIL REMOVAL G ADS PIPE CONCRETE BOUND, FOUND TANK INVERT ELEVATION BASED ON INVERT ELEVATION @ EX15TING CESSPOOL, THE FLOOR, PLAN HOUSING AUTHORITY ON G/19/20 14. (SEE NOTE#18) 5 A5 DETAIL: 87'S 06 G"ADS 900 INSTALLER SHALL VERIFY INVERT ELEVATIONS PRIOR TO THE SETTING OF ANY SEPTIC TOP OF BANK PROPOSED 12" WIDE —x—x— SYSTEM COMPONENTS, SCALE: I 101 SAW CUT# �A LIMIT OF WORK 18.)501L REMOVAL; ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FOR LAWN DRAIN W/ D RME LL DETAIL: ASPHALT REMOVAL -•-�-�-•— FENCE A DISTANCE—O OM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN (SEE DI'_TAIL) Existing Concrete Block �- � EDGE OF CLEARING SAND LAYER, LAYER C 1. APPROX. 3.5'BELOW GRADE, AREA TO BE BACKFILLED t IOT TO SCALE Top of Wall EI-82.0± WITH CLEAN "TITLE 5"SAND AND COMPACTED TO MINIMIZE SETTLING. ENGINEER PROP05ED 1 2"WIDE'. x 3.7 TO BE REMOVED - SHALL VERIFY SOIL REMOVAL PRIOR TO BACKFILL WITH CLEAN SAND. ALL FILL ASPHALT BERM 86.8 x 82.5 MATERIAL SHALL MEET THE SPECIFICATIONS OF 310 CMR 15,255(3). 30" Diam. Concrete Cover (SEE DETAIL) 15.) CONNECTION OF EXISTING SEWER TO NEW 5YTTEM: A CLEANOUT SHALL BE INSTALLED Rased to within G"of Grade ' x 81 x 80 x 79.6 AT THE CONNECTION OF THE NEW SEWER TO THE OLD SEWER. INSTALLER SHALL SECURE with 24"ADS RISER PIPE ,✓� - PITCH PITCH �' •, x 83,6 3,1 CONNECTION @ AN EXISTING JOINT. IF ORANGEBURG/CLAY PIPE 15 ENCOUNTERED IT SHALL 82.1 30, wlD BE REPLACED WITH 5CH, 40 PVC, _ Proposed Grade --- E LIr/L/7r x 78,6 \ x 80.2 _ 8 8 462 P 7 6 ADS �O SOLID ADS PIPE _ G 0)19,3 it x 87, x 82,2 rn x 85,7 x 80.8 � PROPOSED ROOF DRYWELL(15) x .33.5 II ,�,._� MIN 0% PITCH - CONTRACTOR z i �` - ROOF E D RYWE LL DETAIL: � SHALL MAKE SURE THERE ARE � � �00 \y NOT TO SCALE DRIED ATEEP CORO R5 I z NOTE: n3 1 I 1 m:n S7P/2 ) OUq x � LES NO BELLIES IN PROPOSED PIPE O x s ,� �,�� �� 83,a co .. 1 .)THE LEACHING BASIN SHALL BE SET FULLY INTO CLEAN SAND. DESIGN ENGINEER \ x no,31 x 7 \ DiP2 5A5 x 1 x ro 6"OF GRAVEL SHALL INSPECT THE SOILS AROUND AND BELOW THE LEACHING FACILITY PRIOR TO w 4 76 73.0± FACILITY INSTALLATION. ��O ��� x es�a x 8� 2 \ (� � x 8�3.4 ( x 87,7 / 76. 0 LIMIT OF WORK / LAWN DRAIN 5 C 1 1 I�D U L ILL - Double Layer of Filter Fabric O 6 1 �o� \ I x 76,8* DB x'81,x x 82ALQ (GEOTEX 40 1) 1�90 x 84,0 22 3 `' F I z + '' ¢ 4.5 Walkway q''o��/ I x 76.6 a.1 55 O PROPOSED NEW APRON Er> x 8 nt0 / pax 76.8 qj -E x 8,8 ( S CATCH BASIN RIM EL (_) 6,1 ro 1 i I I x 6 J1 LD#I 7G.G± n c / rn 83" EDGE OF APRON TO BE �� 9,%k 3, u� 2 �?/ /�^\I N N x 80,3 + x 83.1 ` J 2 LD#2 75,5 i - ROLLED IN ORDER TO PREVENT �� x 85,8 ed D � O i t / LD#3 75.5_ _ R 5TORMWATER RUNOFF FROM Q, 4,6 �ewY 0) 2 �� � +/ \ f /' a O — + � d 3 � � v', 6'e LD#3 79,1 x 83.5 x 83,4 �"�+ ~3/4 - 1-1/2 Double Washed Stone k 4,1 C �` NEW APRON SHALL BE KEYED IN 0 0 / h p-Z it �Q, x 76,9 �- W NOTE: n _ " AND BE A MIN. OF 2"THICK(ROLLED) x 82, d ~ '�c 6 �/ x 811 % — ----- ---- _ E3 \ 66. _ _ _ X 3 _!_ ../ ^ \7i,5 / P x 81,3Q I f 1 .) CATCH BASINS SHALL BE 24"SQUARE 2 HOLE BASINS + FINISH COARSE ASPHALT x 84,6 x x 7 \ ��`\1 1 (ADS DRAINTECH 2424SD2)WITH 24"SQUARE GRATE LD#I `-� PROPOSED LAWN DRYWELL x 83,9 EXISTING DOWNSPOUT (ADS DRAINTECH 24G25DG), G" LOCKING ADAPTER STONE TRENCH 86.9 7 (� 1_t.__. 1. 1._._J_.1.._�:: ..:. ....l 1... 1 .wl 1.. _I 2,O 6.0 2.O 8 79 LD#2p I (4 TOTAL) (ADS DRAINTECH Or.i 25D), AND UNIVERSAL END PLUG � (SEE DETAIL) II._�`_� r,•1..1..1T_ �.w .��.. (ADS DRAINTECH OGc'3SD)• 10.0 x x 80,7 gp PROPOSED. x 77.3 t\ '% / �.__.1- _1._. ..� .._ .�_..�._...__� { x J i I I -h �^ x ' �, ROOF DRYWELL(A) .�x-�"'� !__.�I L_l Lf ! PROPOSED ADS 1000 V a I 1 O n 01' x 77,a x x x383,7 x eo,7 x ►A 80 9 / DOWNSPOUT ADAPTER _ * I I Leach Pit �... � 1.. USE ( I ) LP- 1000-H- I 0 a6,a sa,7,, ,, x 2p0,`F x 7 ,1 7 0 x 79,1 x 78,5 30" Dam. Concrete Cover r Q `� Raised to within G"of Grade L� x 77,5 �/ V"�( P1 ~ X 81.7 AS MANUFACTURED BY SHOREY OR EQUAL r- with 24' ADS RISER PIPE WITH 2 STONE AROUND a a 78 x 79, rs ` ;'�L` 4 BENCHMARK: KITH E. r, Top of Concrete Bound / FERNANDES u� EL= 80.4± (GIS datum) ti CIVIL + f' < \� � Existing Concrete Block Retaining Wali No.418 25 � \ NEW 6"X G"TIMBER WALL Ex:Stmg Cesspools- (3)Total � TO BE REMOVED 4 REPLACED (APPROX. 30 LINEAR FEET) ,c T WALL TO BE CONSTRUCTED OF (See Septic Notes#I G) 'gyp ��,.j4` �¢Q •Qf,� PROPOSED G TWO(2) ROWS OF TIMBERS rn G SOLID ADS PIPE FROM STONE DRIP TRENCH (SEE DETAIL) ADS SOLID PIPE rn TOP OF WALL EL= 77, 1 ± ''� TO GO UNDER RETAINING WALL MIN 0% PITCH - CONTRACTOR z,.� AND BE CONNECTED TO DRYV��ELL(A) rn SHALL MAKE SURE THERE ARE - O � NO "BELLIES" IN PROPOSED PIPE � Z NOTE: ' G"50LID ADS PIPE FROM G" PERFORATED PIPE 12" 12" 1 .)THE LEACHING BASINS SHALL BE SET FULLY INTO CLEAN SAND. DESIGN ENGINEER PROPOSED RETAINING W ALL AT BASE OF RETAINING WALL GENERAL NOTE(A) 74,0± SHALL INSPECT THE SOILS AROUND AND BELOW THE LEACHING FACILITY PRIOR TO r TO RUN UNDERNEATH WALL PROPOSED G" ADS 90° B 75 O± FACILITY INSTALLATION, NOT TO SCALE AND BE CONNECTED TO DRYV�iELL(A) I Double Layer of Filter Fabric-GEOTEX 401 Top of Wall EL=83.0± — —� _ I SAW CUT ) ALL DISTURBED AREAS SHALL BE TOPPED WITH 4"OF LOAM AND y — Proposed Grade EL=83.0± I SEEDED WITH A DROUGHT RESISTANT GRA55 SEED. PISA 11 Coping Unit fk :ail _ or;• , I PROPOSED 5"THICK SHOULDER(LOAM) - I `"' ''' (SHALL BE SEEDED ONCE COMPLETE) 5TONE TRENCH DETAIL _ — - - '�L � PROPOSED G"SUB-BASE TO EXTEND G"PAST BACK OF BERM EDGE I NOT TO SCALE 1 .51 60' PISA II Standard Unit ` '` ).-12 - 4 Layer of Loam 1 .5' PROPOSED 3" HIGH BERM j. Proposed Grade - Elevation Varies ' ' y z ��---Proposed Filter Fabric -GEOTREX 401 2" FINISH COURSE (ROLLED) T3/4"- I-1/2° DOUBLE WASHED STONE (ELEVATION 80.3 MIN) :!:`i� � '( }` I a ':` TO MATCH EXL3TING PAVEMENT PROPOSED G" ADS PERFORATED PIPE f EXISTING cn _ Proposed 3/4 Double Washed Gravel I + - G" PROCESSED STONE (SUB-BASE) 1 if DRIVEWAY ! _ (A) G9.0± I TOP OF FOOTING EL=79.7± G" Perforated ADS Pipe 1 BA 10'± p 7 .0± V _ " " RNSTADLE HOU51 NG AUTHORITY 6 (MIN)4 CLEAN SAND 5UB-GRADE(BASE) - 3/4" Compacted Processed Stone Footing ,� (SEE NOTE #4) 1 ' PROPOSED 6 ADS TEE - - — -- — -- — - - _ - .._24 EDGE OF EXIATING PAVEMENT I 1 4G SOUTH STREET, HYANNIS, MA 02GO 1 2.0' r G.0, -2.0' AREA OF EXISTING PAVEMENT TO BE SAW CUT AND REMOVED 1 PROPOSED G" ADS (SOLID) PIPE 10,01 CON 5TRU CTI O N NOTES : (AREA OF SAW CUT TO BE TACKED WITH R5-1 COAT PRIOR TO PLACEMENT OF NEW ASPHALT) 51TE It SEWAGE D15POSAL SYSTEM DE5IGN PLAN PLAN VIEW 600 aIIOn 84 OLD PHINNEY5 LANE, BARNSTABLE, MA CROSS SECTION PROPOSED G" ADS 90° ELBOW �. 1 .) RETAINING WALL SHALL BE CONSTRUCTED USING PISA2 CONCRETE BLOCKS MANUFACTURED BY IDEAL CONCRETE BLOCK COMPANY, INC, RR T ( INC. _ 2" LAYER OF 1/8" - 1/2" DOUBLE WASHED STONE Leach Pit 2.)CONSTRUCTION OF THE PROP05ED RETAINING WALL SHALL CONFORM TO PROP 05 r D LJ E RM DETAIL: J .M. O'REILLY & ASS 0 C IATE S, = FILTER FABRIC - GEOTEX 40 I - WRAPPED AROUND STONE USE ( i) LP-GOO-H- 10 THE INSTALLATION GUIDELINES FOR PISA2 RETAINING WALL STONE APPLICATION NOT TO SCALE Professional Engineering & Land Surveying Services 10" LAYER OF 3/4" - 1 -112" DOUBLE WASHED STONE AS MANUFACTURED BY 7HOREY OR EQUAL AS PROVIDED BY IDEAL CONCRETE BLOCK COMPANY, INC. G" PERFORATED AD5 PIPE - (LAID AT MIN 0% PITCH) WITH 2' STONE AROUND 3,)WALL SHALL NOT EXCEED 4' IN HEIGHT, 1673 Main Street - Route 6A 4.) PERFORATIONS ON G"ADS TO BE IN G O'CLOCK POSITION (DOWN), G" PERFORATED C 20 40 GO P.O. Box 1773 ADS PIPE SHALL BE CONNECTED TO G"SOLID ADS PIPE, PIPE SHALL RUN UNDER (508)896-6601 Office Brewster, MA 02631 (508)896-6602 Fax WALL A MIN. OF 18", AND BE CONNECTED TO ROOF DRYWELL(A). DATE: SCALE: BY: CHECK: JOB NUMBER: SCALE I"=20' G:VWJob5\Barnstable Hou5mg G849\d\84 Old Phinney's Lane w \G849 -5ite45DS Plan.dwg G-20-20 14 A5 Noted KEF JMO JMO-G849