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HomeMy WebLinkAbout0035 SYLVAN LANE - Health 35 Sylvan 9AY-c, Ostervilie , r 0 u v � a p 0 r{ ' 0 n e R r 999 e i n s - s r , t TOWN OF BARNSTABLE LOCATION ,3� .l y��=�►-► Cn. SEWAGE# 419`l VILLAGE 05ffr✓ill-e ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO. /moo SEPTIC TANK CAPACITY /50� LEACHING FACILITY:(type) `'/�Cti..�:v+h<rS _ (size) /a,k3 XIYA'WR NO.OF BEDROOMS S^ OWNER p PERMIT DATE: COMPLIANCE DATE: O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY A FYo�I � al ✓ ,� 13 Sao 37' a9 33' FEE T . :COMMONWEALTH OF MASSACHUSETTS Board of Health, MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application fora Permit to Construct( Repair( ) Upgrade( Abandon( Complete System ❑Individual Components I Location �� Ss Owner's Name Map/Parcel# Address Lot# Telephone# Installer's Name f� Designer's Name Address Address 42 CANTERBURY LANE O 3 9 av fv� i s Telephone# k V c� �/(�' Telephone# 508/540-2534 Ty e of Building Lot Size 13 40 �sq.ft. wellin - o.of Bedrooms i l✓ Garbage grinder( ) Other-Type of Building No.of persons Showers ( ),Cafeteria( ) Other Fixtures Design Flow(min.required) L gpd Calculated design flow 5 S y Design flow provide gpd Plan: Date N ber of sheets` Revision Date d Z U Description of Soil(s) <,r-r� L�,v� �' ��� L&IL, Soil Evaluator Form No. t ta`2 _ Name of Soil Evaluator : Date of Evaluation �`"©Nt _ r , DESCRIPTION OF REPAIRS OR ALTERATIONS . The undersi grees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and furthers ther s t no o place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date �o�oZfo' 07 g u-� Inspections f)t�� )� "0. - `t FEE �QOMMONWEALTII OF MASSACYUSETTS "C t ✓ Board of HealthL��lri.C�C., MA. APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for`Permit to Construct( Repair( ) Upgrade( ) Abandon( ) - M CC.omplete System ❑Individual Components 4 Location Owner's Name S�.Q e�pA jMap/Parcel# X A]) , _ ( Address Lot# o Z Telephone# Installer's Name �� /�� J Designer's Name STEPHEN J.DOYLE AND ASSOCIATES Address PO A,,X 3 3 y���r S���I l�s Address EAST FALMOUTH,MASSACHUSETTS 02on Telephone# p�i c�/a�i 9�-1 Telephone# Type of Building . Lot Size osq.ft. wellin` io.of Bedrooms \✓If 1 Garbage grinder( ) ^'Other-Type of Building No.of persons Showers ( O,Cafeteria O i Other Fixtures 1 Design Flow(min.required) ,t 0 gpd Calculated design flow 5 S o Design flow provide ;, 0 gpd Plan: Date OL�_1,; 7 -ice_ Number of sheets Revision Date � � �?l U� Title Description of Soils) Soil Evaluator Form No. G{`Z Name of Soil Evaluator ,� -► ��_ "� \ Jt�..1 e�rb Date of Evaluation �'��` D,ESCRIPTION OF REPAIRS OR'ALTER—ATIONS € - The undersig�ed.agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5'and further afire s to�not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed / / Date 1�'' a�to t �� . 906 Inspections No. / UU7 ' `t I t FEE COMMONWEALTH OF MASSACHUSETTS Board of Health, 13,Y h ! 7Xwe 1 le MA. CERTIFICATE OF COMPLIANCE Description of Work: ❑Individual Component(s) 10 Complete System The undersigned hereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded (vrAbandoned ( ) at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No adU7 dated I l / [ Approved Design Flow (gpd) 'Installer] Designer: Inspector: / _. lDate:, ��/ �L•»'�, . The issuance of this permit shall not be construed as a guarantee that the system will function as designed. No. L00-7— ! FEE V COMMONWEALTH OF MASSACHUSETTS Board of Health, �i'h 5/��f��-P MA. DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is herebygranted to; Construct( ) Repair( ) Upgrade(Vf Abandon( ) an individual sewage disposal system . l at -3 � S� /v �4�-, 1 .,A1 - O s ,. �lo - // as described in the application for Disposal System Construction Permit No. W-7 ,dated I l///.0,'7 Provided: Construction shall be completed within three years of the date of-this e1 it. All local conditions must be met. J {} Form 1255 Rev.5/96 A.M.Sulkin Co.Boston,MA Date it J//tJ 7 Board of Health I l,t A, ...Town of Barnstable 6PIKE Regulatory Services - Thomas F.:Geller Director BAENSrABLE. + Public Health Division ''�wu►'�" Thomas McKean;Director . 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: //-V-0 -1 Sewage Permit# 007-YyY Assessor's Map\Parcel_ lao - i Z, Designer: L�TESInstailer i Ajai7 42 CANTERBURY LANE Address: EAST FALMOUTH,MASSACHUSETTS 02536 Address f�O 01� 3 3 X , i; 508/640-2534 On �ONd, was issued a permit to install a (date) (installer) septic system at t_A'v4 i based on a design drawn by (address) • ��� �r, . dated 11-�� - r�. ��- (de igner) I ertify that the septic system referenced above was installed substantially.according to e 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. I certify that the septic system referenced above was installed with major changes 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) was inspected and the soils were found satisfactory. F9 OF,ygs�q �®►P�Zti o�ray ��d s � CHRI$TINE cyu+ ��1p�vaP�G\aTcgFOCSG�'Sv FAIRNENY.. '_; �� STEPHEN �. (Installers Signature) Rio. 9�6 y --A �. DOYLE �SF�'/ST���O o #37559 P SARAipR�p� (Designer's Si ture) (Affix Designer's Stamp �r PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL'NOT BE ISSUED UNTIL BOTH THIS FORM AND AS BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:\Septic\Designer Certification Form Rev 03-09-06.doc i Town of Barnstable P# " Department of Regulatory Services 11 ,,, ,,�,� : Public Health Division Date 0 0 .. — s o a�� 200 Main Street,Hyannis MA 02601 Date Scheduled i ; Time Fee Pd. l/ -Soil Suitability,Assessment for Sewage Disposal 4 Performed By: 'C—> r /iy.:J L�= I Witnessed By: 1 t L CATION& GENERAL INFORMAT O ,,,,, Location Add res O Name s` Na) - Assessor's Map/Parcel: , „i q Engineer's Name -"� r I-(/ , NEW CONSTRUCTION REPAIR. ; Telephone# r r (J Land Use S. Slopes(9b) L' � Surface Stones- Distances from to: Open Water Body _ft Possible Wet Area ft .Drinking Water Wel'I Drainage Way _8 Property Line Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) IJ Ala 5V ,. �3® ►Co.�'.. N n< -a - c a r` Parent material(geologic) Q%J.zc Depth to Bedrock Z k Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face ,�R �y� LR-• Estimated Seasonal High Groundwater I t. - o V,', DETERMINAYIQN FOR SEASONAL HIGH WATER TABLE , Method Used: v Depth Observed standing in obs.hole: __in, Depth to soil mottles: in. Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. ( �; Index Well# Reading Date: Index Well level Adj.factor. ,...� Adj.Clroundwater Level,,,e PERCOLATION VEST Dale 5- Time 1�.., > Observation Hole# Time at 9" Depth of Perc (o Ot\ Time at 6" 2 Start Pre-soak Time® 11:l \� 1 S� Time(9"-6' End Pre-soak Vk'_-3,V 11 1(7. �t �A•U� o1J-�S ' �N�t�•I.U�i '1 v �I�'C<'j�C Rate Min./Inch Site Suitability Assessment: Jlca'ssed — 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# L Depth from Soil Horizon Soil Texture .Sdil Color Soil they Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. consistency, Gravel) / oo S VS o o G- Z•� o r= t3 kxc. S DEEP OBSERVATION HOLE LOG Hole Z Depth from Soil Horizon Soil Texture Soil Color Soil they Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. nsi e za`' L5 er; ZP,-\-T V t�, Z,� i�. c-0 n� DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mun&ell) Mottling (Structure,Stones,Boulders. i to O e o� $�' � ?7 l� 10"�C4 �l� +--- L t,o � �S r r' S• I� V lr Z c :1 (of& DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. • onsi ID I-oa st�-I S�d9%11B > �1 Z 2 ff}ll 1 Flood Insurance Rate Man: C:) Abwye Soo year flood boundary. No.-.;,.:, .-Yes 1-U Within 500 year boundary No Yes Within 100 year flood boundary No Yes tal' Depth of Naturally Occurring Pervious Material Does at-least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? �i If not,what is,the,depth of naturally occurring pervious materlal? El Certification I certify that on (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 3 10 CMR 15.017. Date Signature Q-.\sE C\PERCFORM.DOC _ • y X T 15-3%i° k '• i ,.. ., • : rF"!e-'r IB-O`,...:,•'• e' r+. a• ..- .•»-"- ''" _ _ I �-9K 4'-Il•. ._T. , ' } `j•O ,e.+..'r iitk-�•µ+k � ��� ,, .e£-,;,sue fi..t .. _ _ �, � 1 t �' d 1 p C2OX20-3-, �.:'•["'^ ..4' ,. f..- ',m •,. t, .,.y;;.s x,, ,r• >26X28 2SX1L -•, , m .ru. :.` I I: .X NEW c-XrER1oR w.w-s ff �: S� ��_�' --- 1' ----er t S :a: r'—� •� i xl- \/jig: p i I C I _ ��•,T IY d g _Q Y NEW NTERIOR WALLS v, ,y.., NEID g I I I(^Op I rr M/BEDROOM 4 ':°`. _ ,. r;-.-.� • V 11 f I � ' +. Q r. jI EXISTING WALLS > {r td 4.�. V-4.. 3$ n s'BK` IS 3 -, p ' P 4 S` cea.w ue _ y • r -. - - IY-B' 4'-0K' 5•-9K' -'-b-3 3-3' , _O BEDROOM°4• � S ' 'm G20X24 2ax26 An 4 �• m I k -,�,' •W O.c, v a _ ' ••-2XB'C:1'-► NEW • .. }��- •�W O.C. W-1_G:. + � ��• Q �.. NEVI ... G20X24 G'1OX214 C20X24 C20X2 •'+ 4X28 24X2S -bK' 3'-3K• 3'-3K•. 3=3K' ]'-bK° Jt "® 111 tdco I 5 - I ir,.- .�- s.. 70X16 2OX16.20X16 .� 3-0 6 � .6�-0' 3'-O' ____________________ k 7-i 8,4141 • di a 1 18-0• 1 � _ 'BEDRO—�T1�].: '_I 4'-1' _ ® 1 •wl�ow - .. O � t� ..,I,..,a':..i,.w,ve ,•.,_ __. E i�) _ V• w. watF. EXISTING- O :11 _ - 4 Q MAT. EXISTING OMMG AREA :n I t.• J �3 o KrccHEN m r"//^^ X L--�, - - �7�V� 11 Ohl` i LOO�y �'1...,4N ' ................ rr - 4IItt ;1 I. NEW 3 ';� 4 ue� S• - _ s _ I• �,ar Y'1 4•Z•:I _. BATH - -- - - 2ox2e :. - `,2ox d;•I f'•-i.�s,;zi _ w.:M; k,.>': ..,_ - AREA • II __ ------- A]A0.A AY1l►ICYl V3' 6 v3 '!•_t0, �, ...'wc' _ `"'' . , a • r 1 _„-• -. _______________ ' .. � COVERED- s r,x ° ��'.� I: .� 1 '. A2tA6la� •C;- - _. PORCH � �4',:C � i� NSA- .��.•w+> f.. - Y � � k ------------ S-3* L r� - 'a I _� _. 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TYVEIC WRAP- EOLAL - - y,..Y BEDROOM�4 ,.•en, 'rp:'t?I'S n„s,,.�'•- y-i< Y rE S,. _ _. _s :S� �. - 1/2'PLY,SHEATHING ! 24X�;;24X29 24>m: "T16X28-3 .r.. .. c, a ,.` _. _ _ 1 I rd t � ,k, 3 >Rk - - _ 3/4'-T/G PLY. c W ASPWALT PAPER 16X2B-3 P _ - r - _ -7X6'GJ.-► ewao ee,.* y - t - • a. -y,, NAILED<GL,Us'D. 4 - yALT BHINGL ES a r e { , - y ..•.-.� K e. rs.,KSK„••n.",S• 9 a,ww„I `..�RIDGc VENT e, -k - sc 22-W RIDGE •. -_ _ - g 1 k µ- O er "O C , i P 2>T F AFTERB o G_ - 7' •-x ,..COVERED S 5 - .as ,: 2XIO's Ib'O.0 r_ �a V2'PLY..SHEATHING os T. :' :.-,„t ,`• rt a «•.,.• - DO-STRAPPING' rAo••eeo reoa r -,wr- _ 15agASPHALT'PAPER sf WALLBOARD - IrC P -• F} :F'",w.. MGLES ASPFMt.T SFI F y r 1 Y._ . . .x.-. .._ >, r coven .. ., i;•Y4`.. ,,., -,. -... .b_2 ..- - .4-0 ,., 4'-0' 3'=B' 3•-4'" '3•rc• �7-G f a � �r ''i.�-� 'r~ a �'i�4 r'r7c 1 x - *:. g'�j• b.-8• . : y ..' A .'G Y S.fir. �u • PORCH O E .J —. ISTMG "DINNG ter: •li � MSLR, f'r ,r a• a . -. . t �.r. w i. . a s: ,+•`�v 5/ k'» z. ...5` �4.' 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F�'. .> - 1500 GALLON REINFORCED CONCRETE SEPTIC TANK ]� ]� VIE ]� (f/1I 1��V JL r Minimum Construction Materials Per 310CMR 15.026(2) Top of Fo unda tion El. 33.6' YS // ' .� m JL H O JL ' JL L J V JL Jae V V S, Tees shall be constructed of Schedule 40 PVC and shall extend a Finish G-de & 32.3:& 1/B' to 1/2` Wlashed Stone ® 3"" Thick minimum of 6" above the flow line of the septic- tank and be on Fm�h trade E1 �5� „ Finish Grade M. 3Z.3a Max the centerline of the septic tank located directly under the 6 clean-out manhole. 6 6" lT� RISER The inlet pipe elevation shall be no less than 2 nor more than 3 RISElP-- RISER above the invert elevation of the outlet pipe. WV Et Dais. zo'na 8.5' (T+PaI 29.3' Septic tank shall be installed level and true to so.53' �Qo Oro P grade on a level, Win. �" INV EL INV EL °'�° e o El. 26.47' stable base that has been mechanically compacted and can which svp __� 6" of crushed stone has been placed to ensure stability and INV EL 28.85' 28 47' --48"to prevent pre vent settling 10'Bfin. 14' Alin 3/a" - 1 1/2" 1lnshed stone '� 29.05' • '8" Stone ' ' , Septic tank shall have a minimum cover of 9" INV EL INV EL I- 42' 'f p Below F'lDII Line/�. DISTRIBUTION BOX Two 20" manholes with readily removable impermeable c.�vers 30.05 �►Q�;d ! 48" 29.80 of durable material shall be provided with access ports PRECAST REINFORCED CONCRETE DISTRIBUTION BOX PROPOSED LEACH TRENCH The outlet tee shall be equipped with gas baffle. Install on a level base Minimum wall thickness = 2 1500 GALLON SEPTIC TANK Minimum inside dimension = 12" Bottom of Deep Observation Hole El. 21.3' Design Da ta: Outlet inverts shall be equal to each other and at High Ground Water <Ele v 21.3' Five Bedrooms = 5 X 110 gpd = 550 gpd Required Flow 2 minimum below inlet invert. The distribution lines from the distribution box shall all have No Garbage Disposal Allowed equal inverts as determined by flooding the distribution box to Use: Chamber Trench 421 x 12.83W x 2' Eff%Depth the height of the distribution line invert after all lines have been sealed in place. 12.83' [42' + 42' + 1283 + 12.83] x 2.0 = 219 sf Invert adjustments shall be made by filling with durable and 42' x 12.83 = 538 sf r�ondeformable material permanently fastened to the line or 34" °4 - 4 e �'• 24" 757 x 0. 74 560 GPD Total Design Flow reconstructing the lines until all inverts are of equal elevation. � 58„10' WAY "---------- s$2•jr�'30 E 68-36 Number of Trenches - 1 Number of Chambers - 4 • C; x -�� S81•zS,Q DISCONTINUE 'COO • 0"E N. T.S. 5.3 WATER SERVICE + �- I� PROPOSED LEACH TRENCH - END VIEW ~' 32.0' \32 TO GARAGE 35 EXISTING CONTOUR Install Four 500 Gallon Units ` FENCE X 109.86 'W- WATER LINE with Four Feet of Stone at Sides and Ends. 32.2 27� %�\ `j 5.1 x x EXISTING ELEC/POLE �` 1 �` \ -32.7' - __ �,1� 31.6' S x 81 Q4 QQ"E 33.4 ' 32 RAZE i ; i EXISTING \ 107 28 OSTERVILLE PROPOSED . GaRAG 32 32 x , gtiti � PROPOSED �� E 32.2 -••.,.,'' -`U., t � � ° I o .� ADDITION 1500 GAL25' . _ _ _ .----------- ----------- _ o SYLVAN ' , / -.�c� \� - - �1'� �.�'�-W r ! 1 a LANE / t q 31.9`a- STONE - Q t' 62.5 -----J X REMOVE x - .-----------�----- Y - - _W _ O \\ 'nL--1. -- - �\ 32.5 PORTION 32.3' ING 12.6' - - ry O m �y---- i 34 OF DRIVEWAY X z h j W ��'� / ��. O I �n j WIANNO �Ci 2� +- 32.7' m ` ' ' W - _ 32 \\ • / 40.E 0 » �1 z / �.ti ' CIRCLE �P C? �\LLJ \ _._ 1 2.5 zd PROPOSED 3 / 82'244 21 E ` i� ►•, x ,� 87.6' ....-- SAS CHAMBER 24 2 \ x // N y�(\` l ,�y w ! P O x / o TRENCH x to EXISTING - 31.7 32 � e 5 32.5' , , , , , , , , , _ o 83'�• 32.1 U� 33� i J O DWELLING - 0 30 ---x- ,--,x. `�� �62 P�,_ 0 38 #35 ' 10' - 32.3', �,loe_15 x F�`� , ''F op\� 122 / x i PROPOSED r�� PROPOSED - o T 4 �b Dee ADDITION I� ENTRY I 1 �\�3, Sge �''� GRAPHIC SCAB zI 32' _-- rn 2 co �2�� �3 0, .% 2D 0 10 20 10 e0 SN Of ►A6AAA4 REMOVE -�.. - 32.7' �' PREP �� CD 10' N �, ' �� �s�or rviAgS4 C EXISTING t _/ �v' (��E , _ _ �,•� N61 �� C�iRlSTINE ��GN '` ��G�S�ERFO cEssl=ooL I i PROPOSED SSE ,, FAARNOU , ► ( IN FBBT ..a STEPHEN N X 19' li -J ,per\\G BULKHEAD C`�'r� 5 PS �2�� i r 1 inch = 20 it. H°'9Z6�� y 3 00 3 / 16' 32.6' �j`�� �� ASSESSORS DATA. ,� 559 $�4NitAata� � oFESS` _k S81•00, �� \C/ y, FEMA <DATA.• ZONE C ►s ��o suR`�' QQ E 68.3 i S 4.8.66 �-P, '\`'j, � BM: TOP OF FOUNDATION 140 -132 PANEL 250001 0016 D 9 _ 81 .40'00� Q \�F`� �,5.'� x ELEV. 33.6' LOCUS ADDRESS: MAP REV- JULY 2, 1992 FfNof E �;�Q�,�� 32.3' DATUM: GIS± 32 4' • #35 SYLVAN LANE, OSTERVILLE ZONING DISTRICT RC p A_N- a REFERENCE DEEP- 22307-80 OVERLAY DIST AP & RPOD GENERAL CONSTRUCTION NOTES �9 PARCEL 132 REFERENCE PLANS- LC2664-58 & 153-79 Prepared For: 1. All the workmanship and materials shall conform to D.E.P Title 5 �� BUILDING SETBACKS. and the Town of Barnstable rules and regulations for the subsurface 30,575±SF p FRONT 00' disposal of se wage. 35 O SIDE AND REAR 10' S YL VAN LANE 2. At least one access port over tank tees shall be accessible P# 11924 In within 6 of finish grade, with any remaining access ports x cV brought to within 6" of finish grade. 32.5' Health Agent: D. Miorandi Oster l lle, Massa eb use.t is 3. All components of the sanitary system shall be capable of Test Date. 09-21-07 withstanding H-10 loading unless they are under or within 10 ft Soil Evaluator.- S. Doyle Scale. 1" = 20' Date. October 8, 2007 of drives or parking: H--20 loading shall be used under or within W Q TH' #1 EL.. 32.3' TH #2 EL. 32.3' TH #3 EL. 32.3' TH #4 EL. 32.3' Phvpared 10 ft of drives or parking unless noted. Plastic equals may be .hen Ste J Boyle and Associates used in lieu of all precast units. z-- PERC <2 MIN/INCH PERC <2 MIN/INCH PERC <2 MIN/INCH PERC <2 MIN/INCH P P 42 Canterbury Lane, E Falmouth AEA 02536 " 4. The excavafor/contractor shall call dig safe and verify the location 00 0" 0" 0" 0- T Telephone.- 508/540-21534 of all site utilities prior to any excavation, and shall be responsible for LO A SL 10YR 3/2 A SL 10YR 3/2 A SL 10YR 3/2 A SL 10YR 3/2 all matters-relating to electric easements. 3r Z 8 81, 8" 8„ .H t3 V S 2 ©.2'-1 �'.Z O C .� 5. Sewer pipes shall be 4" Schedule 40 PVC laid at a min. 0.02 slope. 6. Any masonry units used to bring covers to grade shall be � B LS 10YR 3/6 B LS 10YR 3/6 B LS 10YR 3/6 B LS 10YR 3/6 mortared in place. EL. 29.97' 28" EL. 29.97' 28" EL. 29.97' 28" EL. 29.97' 28" 7. Finish grade shall have a minimum slope of 0.02 ft per foot. MED. TO MED. To PERC 60" FINE PERC 58" FINE 8. Where sewer lines cross water lines, both pipes shall be constructed C MED. TO C MED. TO C1 SAND C1 SAND of class 150 pressure pipe and pressure tested to assure watertightness FINE FINE 2.5Y 6/4 2.5Y 6/4 P P P P g SAND SAND FINE 84" FINE 84 or the water line shall be cased in schedule 40 PVC. 2.5Y 6/4 2.5Y 6/4 C SAND C SAND 9. The excavator/contractor shall be responsible to contact 2.5Y 6/4 2.5Y 6/4 1 10/29/07 SEPTIC DATA REVISIONS Doyle Associates 24 hours prior to an required inspections. 132" 132" 132" D y P y q P NO WATER ENCOUNTERED NO WATER ENCOUNTERED NO WATER ENCOUNTERED NO WATER ENCOUNTERED NO. DATE DESCRIPTION EL. 21.3' EL. 21.3' EL. 21.3' EL. 21.3'