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HomeMy WebLinkAbout0119 DEBBIES LANE - Health '119 Debbies Lane Cotuit 1 `l No. "! r � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 21pplitation for Misposai *pstrm Construction Permit Application for a Permit to Construct( ) Repair( ) Upgrade(V<Abandon( ) ❑Complete System ❑Individual Components Location Address o Lot No. Af o> 130 �Onwner's Name,Address,and Tel.No. Assessor's Map/Parcel 1,+ dwwfu K aS (r Il g w(S&&( aft. Installer's Name,Address,and Tel.No. CV Designer's Name,Address,and Tel.No. Oo?67� rdSa fie- wa A. 00Z 1 gaW4 m4. -00 CAW e6v WO tok -q 77- Y-31 Type of Building: Dwelling No.of Bedrooms 3 Lot Size C2Qj Ito sq.ft. Garbage Grinder( ) Other Type of Building &,Wwee No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Sao gpd Design flow provided 3SS, gpd Plan Date Number of sheets a Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil F� Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees.to ensure the construction d maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Enviro tal Code not to place the system in operation until a Certificate of Compliance has been issued by this Board alth. Signed Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. 5 Date Issued ` f No. ` t . Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: -= PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS Yes 2pplication for Disposal *pstem'COnstrUction ,permit Application for a Permit to Construct Repair Upgrade Abandon pp ( ) p ( ) pg (IJ� ( ) ❑Complete,System < ❑Individual Components R e Location Address o Lot No. O Z�' 13 Owner's Name,Address,and Tel.No. r -� .Assessor's Map/Parcel /'r i'g !}ti,�, �� i1) ;Qose(� nq vgafge� /M. , Ss`7 �T73 f19d9 p Installer's Name,Address,and Tel.No. C0V Designer's er's Name,Address,and Tel.No. r„� �O761d I r 9 0111Z /NUAd &XV -1r3`-fl W 6-2r 04 w 0 rvk- -c177- S3 3 f�rx Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33© gpd Design flow provided 3SS, a gpd 1 FI Plan Date Number of sheets Revision Date Title Size of Septic Tank t/V Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) •*' . r Date last inspected: " Agreement: e The undersigned agrees to ensure the construction d maintenance of the afore described on-site sewage disposal system in f accordance with the provisions of Title 5 of the.Erivironm tal Code a t�not to place the system in operation until a Certificate,of--,' ' i Compliance has been issued by this Board o alth. 3 Signed �. � Date ff Application Approved by Date L0— I — V ( Application Disapproved by r Date f for the following reasons Permit No. OLO — 5 Date Issued b — f --------------------- ------ -----. - ----- - -. :------- -------------------- -- THE COMMONWEALTH OF MASSACHUSETTS" " BARNSTABLE,MASSACHUSETTS Certificate of Compliance 0 THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded( ) Abandoned( -)'by at,� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 6 of ' 175dated Installer Designer #bedrooms 3 Approved design flow 3 15 -5 gpd The issuance of this permit sh I not be c strued as a guarantee that the system ilt l fu��i;1111' ffigned. Date / Inspector *x No. as f ( 7 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS ]Disposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( ) 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. i I Provided:/Construction must be completed within three years of the date of this permit Date Approved by c 7Cov�n: f Ba.mstable Regula. ory. Services Th6i ai,F Geiger,Director Publicealtb Division i° �` Tli:omas Wk Me.Director" 2001VIAin Street, Hyannis,MA 02601 Office: 508-862-4644 Fax. 308 790=63.04 Date: .1 �: Sewage Perm t# o� � Assessor's MaP . Arcel Installer&.Designef Certification Form• Installer; Address: J2e.i14. '►2�, Address'. _ On Co "� ' a©j/:. was issued'a permtt`to;install a (date) . (installer) septic system at 11 �• based on a design drawn by (a dress) ' (�= ✓ t-e2 P dated, Zd. (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 ttie distribution box and/or septic tank' It.1 t (if required) °was inspected and'the soils were;found.satisfactory . I:ceitify that the septic system referenced above was>'installed with major changes greater than 10' lateral relocation of the SAS or. any vertical:relocatiion of any component of the septic system).but in accordance With & Local 12egulations.. Plain revision=or certified'as built by designer to follow. Stripout(if required)'w cted and he soils We,re found satisfactory: SH'QF p!TER T �. ' MCENTEE 1 r s S ature :Ad ) CIVIL. � . 9 roo:351OR Q (Designer's Signature) (Affix Design ) PLEASE''.RE ` TRN`TO BARNSTABLE PUBLIC 1EALTH BI VISIOlY. CTs�RTiCATE OF< COWLIANCE .WILL NOT BE ISSUED.UNTIL BOTH THIS FORM AND 'AS- .BUILT CARD ARE RECEIVED,'BY THE BARNSTABLE'PUBLIC HEALTH DIVISION: THANK Y. gaoffice formsldesignercertification foim.doc s TRANS.:N-01 CITY/TOWN ✓nsk�bl2 APPLICANT: ADDRESS;_ uT 12c.w�,,� 1 DESIGN FLOW:. 330 gPa Nle,�, DATE:` REVIEWED BY; �c� � N/t1 0 NO, Legal boundaries denoted 310 CMR 15.220(4)(a)] ✓ Street, Lot, tax parcel.number and lot number noted on plan [310 CMR 15.220 4 `u Locus Provided 1310 CMR 15.2204 t ` , Plan proper scale? (1"=40'for plot plans,.1"= 20' or fewer for components) 310 CMR 15.220 4 Easements shown 1310 CMR 15.220 4 b System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- i not, a variance is required 310 CMR 15.412 4 Location of impervious surfaces (driveways, parking areas etc.) 310CMR15.2204 d Location all buildings existing and proposed 31.0 CMR ✓, 15.220 4 c ' Location and dii pensions of system components and reserve areas. ✓, 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220(4)(0] ✓ daily flow septic tank ca aci (required andprovided) soil absorption system(required andprovided) whether system designed for garbage grinder ✓ North arrow 310 CMR 15.220(4)(g)] Ddstin and ro osed contours 310 CMR 15.220(4)(g)] ✓ Location and log of deep observation holes (e)dsting grade el. on each test 310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and i Location and dale of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? 310 CMR 15.242 Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220 4 n Address Sheet..1.of 9 r N/A OK NO Location of every water supply, public and private,.[310 CMR 15.220(4)(k)] . within 400'feet of the proposed system location in the case of surface water supplies and gravel packed pAc water.supply " within 250 feet of the proposed,system location in the case within.150 feet of the proposed system location in the case of rivate water .. ` -wells Location of all surface waters and wetlands located up to 100 ft. beyoi&setbacks listed in 3'10 CMR 1.5.211 and any.catch basins _ located mnthin 50 ft 310 CMR 15.220 4 Water lines and other subsurface.utilities located [310 CMR 15.220(4)(m)] qMter line cross see 3 10 C1VIll'; 15.211 l 1 ` Profile"of-system showing invert elevations of all system . coin onents'sud the bottom of the.,SAS 310-CMR15.22 5tam of deli 'er 310 CMR 15.220 1- and::- CMR 15220 2 Stamp of Registered Land.Surveyor(required if construction activities-within 5 ft, of lot line).. 310.CNM 15 220 3 Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in.310 C-NM' 15.102(2) or as approved for an upgrade under LUA at 310,CMR 15.405 1 k Test-hole adequate to demonstrate four feet of suitable material? 310 CMR 15.1 3' 4 ✓` Test Holes adeg4ate.to confirm adequate groundwater separation? , 310CMR1.5.1033 Benchmark-within-50-75' of.s ,stem, 310 CMR. 15.220 4 Materials specifications noted?.jvarious sections of 310 CMR _. 15.000] ' System compongnts not> 36" deep (unless Local Upgrade A rovid.or:;LUA request d). 310 CMR 15...405 1 Adders Sheet 2 of 9 44, N/A OK NO Size OK? 310 CMR 15.223 1 Inlet tee located ten inches below flow line 310 CMR 15.227 6 Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 ✓ CMR 15.227(6)] ' Outlet tee with gas baffle or approved filter 310 CMR 15.227 4 Note regarding installation on stable compacted base [310 CMR 15.228 1 ` Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227 2 Inlet/Outlet elevations at least 12" above high groundwater (except as descriped 310 CMR 15.227(5)) or permitted for upgrades under LUA 310 CMR 15.405 1 k. Minimum cover .".(Tanks.buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232 3 Three access.covers (inlet and outlet must be 20" or greater) - middle access at least 8" 7/07 310 CMR 15.228 2 Access to within'6 of grade - one port for systems<I 000gpd, two fors steems>1000 gpd 310 CMR 15,228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from bu"foundation 310 CMR 15.211 1 c/ Buoyancy calculation Required/Done 310 CMR 15.221 8 H-20 Where appropriate? 310 CMR 15.226 3 Setbacks from resources 1310 CMR 15.211 L/ Required when gther than single-family dwelling or flow>1000 d 310 CMR 15.223 1 b First compartment 200% daily flow; Second compartment 100% �C daily flow 310 CMR.15..224 2 .and .3 "U" pipe through or over baffle, outlet of each compartment with as baffle or approved filter 310 CMR 15.224 4 Address Sheet 3 of 9 --« N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222 2 L/ Disposal piping it least 18"below water line(when water and sewer cross, see 310 CMR 15.21 1 .1 1. Cleanouts r uired/ rovided ? 310 CMR 15.222 8 Thrust blocks s ed in forte mains? 3 10 CMR 15.221 6 c Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.2 6 Proper pitch,on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251 9 and 310 CMR 15.252(2)(c)] Siphonproblem/ eachfteld below pump chamber Endca" s or vent'manifold specified? Size and orientation of discharge holes.specified? (not smaller than . 3/8" not larger than 5/8") [310 CMR 15.251(8)and 310 CMR 15.252 2 Materials specified (310 CMR 15.251(5) specifies various pipe / es'allowed Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] Splash plate or baffie tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] Riser if deeper-than 9"1310 CMR 15.232 3 Inside minimum ,dimension 12' 3.10 CMR 15.23 2 2 b Minimum s 310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Capaci emer c storage above work-in =desi flow 310 CM—2-31 .2, Proper setbacks 310 CMR 15.211 same as septic tanks)] Watertight.204 i ium access manhole at least 20"MUST BE TO GRADE 310 CMR 15.231(5)] Service components accessible(not too deep with piping, VVP disconnects accessible) . Alarm floats - alarm on circuit separate from pumpsspecified? Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231 6 and 8 Stable Co ed.Base [310 CMR.15.221(2)] . Address Sheet 4 of 9 L lBqoyancy calculations needed ?Provided? 310.CMR.:15.221 8 k ..._ ........ - .... Ems' - :•a Address $heel 5 of 9 A N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 1 Required separation to oundwater? 310 CMR 15.212 Aggregate specified as double washed 310 CMR 15.247 2 System Venting requiredlprovided?-(system under driveway or >36" d 310 CMR 15.241 Inspection ports specified and within 3"final grade? [310 CMR 15.240 13 Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and +� Guidance Document Chambers and Gal. in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253 6 Each structure vyith one inspection manhole(if>2000 gpd must be tograde) 310 CMR 15.253 2 Aggregate P minimum- 4'maximum: 310 CMR 15.253 1 2' sidewall credit maximum 310 CMR 15.253 1 a In bed configuration, inlet evea 40 N. ft. 310 CMR 15.253 6 ] RON Width 2'minimum 3' maximum 310 CMR 15.251 1 b ] 01 100 feet-maximum length [310 CMR 15.251 1 a Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches _ 310 CMR 251 1 d Situated along cpntours 310 CMR 15.25 1 2 Breakout OK? [3 10 CMR 15.211 1 4 and Guidance Document minimum 2 distribution lines 310 CMR 15.252 2 a ] Maximum-se aration between lines 6' 310 CM R15.252 2 d Maximum separation between lines and outside of bed 4' [310 CMR 15.252 2'..e Aggregate depth below discharge pipes 6" minimum, 12" f maximum. 310 CW 15.252 2 Separation between beds 10'minimum. 310: 1$.252 2 Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address Sheet 6 of 9 I a lv�A OK ,. N-Q: Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15.220(4)(r)] Pressure dosing tequired on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use ovals If used in gravellcss system-make sure jet is directed as not to scour soil interface Guidance Document Inspections once per year(systems<2000 gpd) or quarterly > plan 310 CMR 15.254 2 d 2000 d good to note on Construction in JW -Did the plan specify that the fill shall meet the i specification 310"CMR 15.255 3 ?of Impervious barrier and/or retaining wall ? Guidance Document Impervious harrier installation must be supervised by designer 310 CMR 15.25 5 2 b Retaining wall must be designed by Registered Professional Engineer 310 CW 15,255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255(2)] Breakout retluirements met? [310 CMR 15.252(2)and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [2 10 CMR 15.255 2 e Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? ell Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a dote on the plan regarding the requirement for perpetual maintenanceagreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has ggliciint submitted ac.oa of a maintenance a Bement? Are the variances listed on the plan ? [310 CMR 15.220 4 .� RLS Stamp--necessary on plan if a component is within five / feet of property One 310 CMR 15.412 4 Address Sheet;.7 of 9 Y '' • r New constrpction.or,increased flow proposed - [Refer to 310 CIA, 15:414 i :y 4 - [ X F � z r .r Address Sheetl of 9' O' Is the system in a Designated Nitrogen Sensitive Area(Zone II for a public supply well)? [310 CMR 15,214, 310 CMR 15.215 and 310 CMR 15.21 - also refer to Policy regarding upgrades of such existin systems] Is the system proposed on the same lot as served by private wet! ? 310 CVR 15:21 2 Aree the'nitrogen:loads proposed in compliance? [310 CMR rN Pumping to septic tank ? 310 CUR 15.229 Shared System TO CMR 15.290 1 i Address Sheet'9_of 9. ,s LEGEND Qti�°� � N ——98 ——EXISTING CONTOUR GI.° �e� A Q x 100.98 EXISTING SPOT GRADE 6 Q°a411 `OAP °9s110 r ® G EXISTING GAS SERVICE W EXISTING WATER SERVICE O.H.Vl--- OVERHEAD WIRES t TEST PIT s Sur Ln o BENCHMARK Fg 27 9 P 2/PC 9 . J0 °th Wild 3 2 � w 20 LOCUS j LOCUS MAP NOT TO SCALE x 52.14 ' BENCHMARK NO. 2 N OUTSIDE COR. OF STOOP 123.61' N EL.= 58.78 (Assumed) i it , (LOT 104) ' x 52,9 �� AP N 027-130 - - 20 11 .f I � i 0 x 52.19 r 1 \ 51.80 x , x 54@13 11.3'� (VENT�� I I i I i 2' / bA►� .ys x 5 N 0 ®TP-2 �,'--- N r—got-1-1 TP' 1 + 57.16 i _10z1,q I a? -i o. 1. I x 58.37 X 58,09r •`~ A ,\,.,.�.. 57,20 8.59 58.78 60, ` to I `O 57.50 x 6\ 5 0 58 M I N co DECK 60,11 � / 62.21 ,EXISTING `` .6.9`` V) GARAGE H0USE(#119) T.O.F.=66.0tI 0 62.34 OH 63.87 62,43 :.. _ EXIST. <° ° ELL i 62_9 O o x 62.78 . x x \ PA VED. 63.11 .� -DRI VEWA Y 65.02 00`' .. 4,0 x P 0 7 00' x 65.24 L=91. R_364.98, u 0.00 S 14'23'03" E ._,/1` 64.25 � edge of Pavement 62.94 63,89 �O 64,25 BENCHMARK NO. 1 EXIS77NG LEACH PIT OUTSIDE COR. BOTT. STEP TO BE PUMPED & FILLED LANE EL.= 63.87 (Assumed) W/SAND AND ABANDONED DEB131ES SEWER CONNECTION, INV.=59.51 INSTALL CLEANOLIT , EXISTING SEPTIC TANK (TO REMAIN) TOP OF TANK, EL.=62.02 INV.(OUT)=60.69+ PROPOSED SEPTIC SYSTEM UPGRADE PLAN PETER E TEE McEN 119 DEBBIES LANE, MARSTONS MILLS, MA _', CIVIL Prepared for: Dawn Rosell, 119 Debbies Lane, Marstons Mills, MA 02648 N . 35109 Engineering by: SCALE DRAWN JOB. NO. .F Engineering Works, Inc. 1 "=20' P.T.M. 152-11 DESIGN FOR 3 BEDROOMS PLAN REVISION - 6f3S11 1,3) " 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 5/20/11 P.T.M. 1 Of 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED CONNECT TO SEWER AT FINISH GRADE SHALL NOT BE < EL.49.8 OLD D-BOX INLET, INV.=59.51 FOR A DISTANCE OF 15' AROUND THE INSTALL CLEANOUT. PERIMETER OF THE S.A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT OUTLET AND SET TO 6' OF FINISH GRADE CHARCOAL VENT T.O.F. COVER SET TO 6" OF GRADE EXISTING F.G. EL.=51.8t F.G. EL: 55.8t F.G. EL: 55.8t CONNECT ALL ROWS MAINTAIN 2% GRADE (MIN.) OVER S.A.S. `• _ _ INSPECTION S=1%5(MIN.) @ S=1%((M N.) PORT 4'SCH40 PVC 4"SCH40 PVC 1 MINIMUM) 6" 101 - 6 - r 14" 10.75" TO EXISTING 48' LIQUID INVERT LEVEL GAS�BAFFLE INV.=49.67 PROPOSED INV.=49.50 4 ROWS OF 5 UNITS AT 5.0'/UNIT = 25.0' INV.=60.69t D-BOX INV.=49.4 .EXISTING W/ INLET TEE SOIL ABSORPTION SYSTEM (PROFILE) ELt EXISTING SEPTIC TANK ESTABLISH VEGETATIVE COVER BACKFILL WITH CLEAN NATIVE OR PERC SAND TO TOP OF CHAMBERS BREAKOUT=TOP NOTES: TOP ELEV.=49.83 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INV. ELEV.=49.40 INVERTS, PRIOR TO INSTALLATION. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO _ BOTTOM ELEV.=48.50-Y GRADE ON A MECHANICALLY COMPACTED SIX 2.83' INCH CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=11.3' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. T.P. EXCAVATION OR G.W. EXISING SUITABLE 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE ADJ. G.W., EL=43.3 = MATERIAL AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 4 ROWS OF 5-ADS Arc 36HC UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION N.T.S. SOIL LOG DATE: MAY 16, 2011 (REF. P#13,275 . SOIL EVALUATOR: PETER McENTEE PE, (Q1542) WITNESS: DONALD DESMARAIS R.S. GENERAL NOTES: HEALTH AGENT 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL ELEV. TP- 1 DEPTH ELEv. TP-2 DEPTH BOARD OF HEALTH AND THE DESIGN ENGINEER. 52.2 0 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 53.5 - o " OF THE'STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE FILL FILL LOCAL RULES AND REGULATIONS, ESCEPT AS REQUESTED BELOW: 51.7 A 6' 52.2 A 15" -310 CMR 15.405(1)(b): LOAMY SAND _ LOAMY SAND , 1) A 3' variance to the 3' maximum cover requirement, for 6' of 51.2 10YR 4/2 51 7 10YR 4/2 max. cover. S.A.S. shall be H-20 and vented.' 12 22 B B 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR LOAMY SAND LOAMY SAND TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 10YR 5/8 10YR 5/8 DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 49.5 32" 50.0 42" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN PERC C -ENGINEER BEFORE CONSTRUCTION CONTINUES. MED. SAND 32"/44" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 2.5Y 6/4 MED. SAND 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF 43.3 ADJ. G.W. - 2.5Y 6/4 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 41.7 STG. G.W. 126" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 40.7 138" 42.0 138" 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. STANDING G.W. Ca? 126" NO GROUNDWATER 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE PERC RATE <2 MIN/IN. ("C" HORIZON) DIRECTED BY THE APPROVING AUTHORITIES. STANDING G.W. @ 126" (EL.=41.7 - TP#1) 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY INDEX WELL SDW 253, APRIL 2011, WATER LEVEL=47.4 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING G.W. ADJUSTMENT = 1.6' ZONE B CONSTRUCTION. ( ) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 63.25" IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12, AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 16. INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND 34 5" IS NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 'DESIGN CRITERIA TOP VIEW60" END CAP END CAP NUMBER OF BEDROOMS: 3 BEDROOMS FRONT VIEW SIDE VIEW SOIL TEXTURAL CLASS: CLASS I END'CAP DESIGN PERCOLATION RATE: <2 MIN/IN REAR/TOP VIEW NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW DAILY FLOW: 330 G.P.D. TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. DESIGN FLOW: 330 G.P.D. GARBAGE GRINDER: NO 4640 TRUEMAN BLVDLLLLLLFAF-dDS HILLIARD, OHIO 43026 Arc 36HC DETAIL LEACHING AREA REQUIRED: (330) = 445.9 S.F. ADVANCED DRAINAGE SYSTEMS,INC.® UNITS MUST BE STAMPED H-20 74 PROPOSED SEPTIC SYSTEM UPGRADE PLAN EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM) 119 DEBBIES LANE, MARSTONS MILLS, MA USE 4 ROWS OF 5-ADS Arc 36 UNITS WITH NO Prepared for: Dawn Rosell, 119 Debbies Lane, Morstons Mills, MA 02648 SEPARATION BETWEEN EACH ROW & NO STONE Engineering by: SCALE DRAWN JOB. NO. BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering Works, Inc. N.T.S. P.T.M. 152-11 (Arc36HC Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74(480.0 S.F.) = 355.2 G.P.D. (508) 477-5313 5/20/11 P.T.M. 2 Of 2