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HomeMy WebLinkAbout0084 FIFTH AVENUE (HYANNIS) - Health 84 Fifth Ave ,Hyannis . A=246— 121 I` 4 I I TOWN OF BARNSTABLE p� LOCATION I4\I e 4 ( F SEWAGE# ' ASSESSOR'S MAP&,PARCELiZ VILLAGE 0J,HAh11X1p66 INSTALLERS NAME&PHONE NO. r0-15 1F)C CatV4 C t 61n 5,o r-V79.0 ! 9I 7 SEPTIC TANK CAPACITY, Y S7 60 LEACHING FACILITY.(type) /-6 %419 S t:1�710 (size) ,��g 1 •3 �i NO.OF BEDROOMS OWNER &ta e r���h 0�Va- PERMIT t DATE: 8—J —di COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 141A 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) Q Feet FURNISHED BY F o � N-N J ?s N . O Io No. ©� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for 33igogal i§pgtem Con.5truction Permit Application for a Permit to Construct( ) R[epair( n) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. O `/ �t� /�de Owner's Name,Address,and Tel.No. �SoX �7y ri �j�/GNl4l S Assessor's Mapf.Parcel Installer's Name,,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size FG� sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) --33 0 gpd Design flow provided __ 3 q 7- gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil 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 En ' onmental Code an of to place the system in operation until a Certificate of Compliance has been issued by this B rd otlt6fth. Signe A Date d 67 Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. &o 0"3 Date Issued No. ? t' role,`+6 6 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS R.pplication for 30i5po5al *y5tem,ton truction Permit Application for a Permit to Construct( :)"'Repair O Upgrade O Abandon O ❑.Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. 0 A?GX Assessor'sMap/Parcely� Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: p Dwelling No.of Bedrooms 131 Lot Size sq. ft. Garbage Grinder ( ) Others Type of Building No.of Persons Showers( ) Cafeteria( ) Oiher Fixtures Design Flow(min.required) "'33 gpd Design flow provided — 3 q ",z gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank I Type of S.A.S. t Description of Soil r 1 t` - j Nature of Repairs or Alterations(Answer when applicable) i f Date last inspected: Agreement: ! y 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 oKthhevEn ' onmental Code a of to place the system in operation until a Certificate of 6 Compliance has been issued by�o rd QSigned /1 DateQo�/ Application Approved by t/' Date iS / Application Disapproved by: Date for the following reasons Permit No. Orr) ( Date Issued 3-d THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance M THIS IS TO CERTIFY,tha. t On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by at 8-// z-,, P3, r has been constructed in accordance With the provisions of Title 5 and the for Disposal System Construction Permit No. � dated Installer�Qvwy �'G(iCrf/�l�j' Designer �/q P','t^/ti 6i<. ' s- #bedrooms J Appved s=,nco gpd The issuance of thi per '1! all of b construed as a guarantee that thr system wil �e�si � Date O 0 Inspe,Ftor No. 69- Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS =i.gpo5ar 9pp5tem �tCon5truction permit Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon ( ) System located at F-/� / I 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 be completed within three years of the date of this permit. P(�, Date r 3,® Approved by c_- ' i TRANS. NO.: CITY/TOWN: L2 APPLICANT: r ADDRESS: `t ,-�� r DESIGN FLOW: 3 1 CD gpd REVIEWED BY: e!-er mac, &A-e.a_ DATE: —7 -ZS Q N/A OK NO 01 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 310 CMR 15.2204(t)] Plan proper scale? (1"=40'for plot plans, I 20'or fewer for component 310 CMR 15.220(4)] Easements shown 31.0 CMR.15,220(4)(b)] .✓ System located totally on lot served [310 CMR 15.405(1)(a) for / upgrades]-if not, a variance is required 310 CMR 15.412(4)] ✓ Location of impervious surfaces(driveways, parking areas etc.) 310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas. 310 CMR 15.220(4)(e)] System Calculations 310 CMR 15.220 4 daily flow septic tank capacity aci (required andprovided) soil absorption system(required andprovided), whether system designed for garbage grinder North arrow 310 CMR 15.220(4)(g)] Existing and ro osed contours[310 CMR 15220 4 Location and log of deep observation holes(existing grade el. on each test) [310 CMR 15220 4 h ] Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and i v� Location and dale of percolation tests (performed at proper lI) elevation? 310 CMR 15 220 4 i Percolation test results match loading rate? [31.0 CMR 15.242 Certification statement by Soil Evaluator [310 CMR 15.220(4)6)] Observed and Adjusted groundwater (method for adjustment / given or indicated) [310 CMR 15.103(3)and 310 CUR 15.220(4)(n j Address Sheet 1 of 9 T 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 public watersupply within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of pnvate water Lqply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. 310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)]_ -water-line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR1.5.220(4)(o)] Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate(two in each of the primary and reserve unless trenches as permitted in 310 CMR 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 15.193(4)] Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103 3 Benchmark within 50-75' of system 310 CMR 15.220 4 Materials specifications noted? [various sections of 310 CMR 15.000 System components not>36" deep (unless Local Upgrade Approval or LUA re uested) [310 CMR 15.405 1 Address Sheet 2 of 9 I a 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" of 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gag baffle or approved filter 310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(l)] 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 descri�ed 310 CMR'15.227(5)) or permitted for upgrades under LUA[310 CMR 15.405 1 k ] Minimum cover 9".(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<1000gpd, two fors stems>1000 gpd 310 CMR 15.228 2 All at-grade covers secured to unauthorized access? [310 CMR / 15.228(2)] > 10 ft from buildin foundation 310 CMR 15.211 1 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] 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% 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)] Disposal piping it least 18"below water line(when water and sewer cross, see 310 CMR 15.211 1 1 Cleanouts required/provided ? 310 CMR 15.222 8 Thrust blocks s ed in force mains? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable 310 CMR 15.222.6 Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251 9 and 310 CMR 15.252(2)(c)] Siphon roblem/, eachfield 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 types allowed Stable compacted base [310 CMR 15.221(2) and 310 CMR / 15.232(2)(a)] Splash plate or b,a$le 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 9 310 CMR 15.232(3)(0] Inside minimum dimension 12" 310 CMR 15.232(2)(b)] Minimum Lua 0" 1310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd 310 CMR 15.232(3)(d)] Capacity(emergency storage above working—design flow)? [310 CMR 231 2 Proper setbacks [310 CMR 15.211 same as septic tanks Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] IV Service components accessible(not too deep with piping, disconnects accessible Alarm floats alarm on circuit separate from pumps specified? Exceeds two unit,must have two pumps operating in lead-lag mode. 310 CMR 15.231 6 and 8 Stable Compacted.Base[310 CMR 15.221(2)] . Address Sheet 4 of 9 Buo anc calculations needed?Provided? 310 GMR 15.221(8)] e Address Sheet 5 of 9 ti. N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR , 15.240 1 Required separation to oundwater? 310 CMR 15.212 Aggregate specified as double washed 310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) 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 SA:S unless barrier) t310 CMR 15.211(1)[4] and Guidance DoWent Chambers and Gal. in trench configuration supplied with inlet every 20 ft. 310 CMR 15.253 6 Each structure with one inspection manhole(if>2000 gpd must be tograde) 310 CMR 15.253(2)] Aggregate 1'minimum-4'maximum: 310 CMR 15.253 1 2' sidewall credit maximum 310 CMR 15.253 1 a In bed confi ration, inlet Svea 40 ft. 1310 CMR 15.253(6)] Width 2'minimum 3' maximum 310 CMR 15.251 1 100 feet-maximum length 310 CMR 15.251 1 a Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches 1310 CMR 25.1 1 d Situated along cpntours 310 CMR 15.251 2 Breakout OK? 310 CMR 15.21 1 1 L4.j and Guidance Document minimum 2 distribution lines 310 CMR 15.252(2)(a)) Maximum separation 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" maximum. 310 CMR 15.252 2 Separation between beds 10'minimum. 310 CMR 15.252 2 Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address Sheet 6,of 9 r L r i 1 N/A OK NO Pressure Dosed System 7 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 UseApprovals] If used in gravelless system-make sure jet is directed as not to scour soil interface Guidance Document Inspections once per year(systems<2000 gpd)or quarterly >2000 dgood to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255 3 ? Impervious barrieer and/or retaining wall ? Guidance Document Impervious barrier installation must be supervised by designer 310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer 310 CNIR 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255(2)] Breakout requirements met? [3I0 CMR 15.252(2)and Guidance Document At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) 10 CMR 15.255 GA e Check DEP'Approval letters for credits and design conditions r� If used with pressure dosing do not allow pressure discharge j to scour soil interface NOR Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a q}ote 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 a licnt submitted a cogX of a maintenance a eement? 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[ine 310 CMR 15.412(4)] Address Sheet 7 of 9 t New construction or increased flow proposed - [Refer to 310 CMR 15.414 Address Sheet 8 of 9 s N/A OK NO 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 15.216- also refer to Policy regarding upgrades of such r existing systems] Is the system proposed on the same lot as served by private well? 310 CMR 15:214 2 Are the nitrogen loads proposed in compliance? [310 CMR 15.216 1 Pumping to septic tank ? [ 310 CMR i 5.229 Shared System [�10 CMR 15.290 i Address Sheet 9 of 9 -77 08/12/2009 06:45 5064775313 ENGINEERING WORKS PAGE 01 Town of Barnstable Regulatory Services Thomas F.Geller,Director Public Health Division +�* Thomas MelKeas,Director 7M Main Street, nytoub,MA 02601 Fax: Sob-79M304 Office: S08.862.4644 2y(p -•Z, Date; 40, �� Sewage Permit# Assessor's MaP/Parcel 1 —tom In Ik dL 2MIgi er Cer 12EM Designer: t f ib •e;rf- �n C. Iast>Iriler: Qaj-� Address: r7 W. Cr*J t -a.1 vE C<-&\ Address: AAilkskr %i�n was issued a pettnit to install a on O septic system at �Sy W•A� based an a design drawn by address) 7 e+e . M C_.F, i f • dated 1 car*that the septic system referenced above was installed substantially according to the desip, 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- 1 certify that the septic system referenced above was installed with major changes (i.e. ter than 10' lateral relocation of the SAS or an vertical relocation of an com t of< e septic system)but in accordance with State&Local Regulations. Plan revision o certified as-built by desigr>a+r to follow. Stripout(if required)was inspected and the soils were foun satisfactory. r H a` PETER T. (I,rfs of 5 ignature) MC E N TE E H CIVIL .o ,9 NO.35109 O ( 8a� s w ) (Affixi8 ) PLEASE RETURN TO BARNSTABLE PUBLIC MIALIM D N. CER7MCATE C CE NOT B C D T IMAM M, q: toYnl6ati�Oaoe�ar►c�an fWftOx op , Town of Barnstable P# . 2 6 . ` Department of Regulatory Services r Public Health.DivisionMAM Hate s63p:A�� 200 Main Street,Hyannis MA 02601 i Date Scheduled ! Time (y VI" Fee Pd. ! Q�• �JO . Soil'Suitability Assessment for Sewage Pisposal Performed By: �'� �� ` Witnessed By: LOCATION& GENERAL INFORMATION Location Address Owner's Name � -� Aw W` H y A H h Jr,apv t= Address Assessor's Map/Parcel: 2 y(� � ) -Z 1 Engineer's Name {—Ale NEW CONSTRUCTION/ REPAIR Telephone# S(1f— 7 3?-V 7.� Land Use. . tOl�vI G ( Slopes M .Surface Stones Distances Open:Water Body7l S� ft Possible We Area G ft Drinking Water Welll Drainage Way ft Property Line f[ .Other` ft "SKE'ITCHa(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) Z- '- - � v 4V Parent material(geologic) Depth to Bedrock Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: In, Depth to soli mottles: In. Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level a-_ a-__ Adj,&ctdr Adj.Groundwater Level,,,,e PERCOLATION TEST bate, Thne..� Observation Hole# Time at 4" Depth of Pere Time at 6" Start Pre-soak Time @ 'Time(9"-611) End Pre-soak 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:ISEPTICIPERCFORM.DOC � a DEEP.OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Co�nsisftcngj Gravel) DEEP:,OBSERVATION HOLE. LOG Hole# Depth from - ;Soil Horizon ",`•, Soil Texture Soil Color- Soil- R Other. tz Surface(in.) _ r ; (USDA) (Munsell) Mottling. ` (Structure,Stones,Boulders. Consistency, s �a � � L" 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 DEEP OBSERVATION HOLE LOG Hole# Depth fromSoil Horizon Soil Texture Soil Color Soil Other Surface(in.)' (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o i Flood Insurance Rate-Mag: A66ve500 year#lood boundary No— Yes 'Within'500 year boundary No Yes Within A year flood boundary No Yes Death'of Naturally Occurring 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 ng,expertise and experience described in 31 U CMR`15.017' Signature Date Q:\,SEVnopBRCFORM.DOC LEGEND N o Shorey Rd —— 98 —— EXISTING CONTOUR ® a a A x 100.98 EXISTING SPOT GRADE o OVERHEAD WIRES Craigville Beach Road . G EXISTING GAS SERVICE 2� o I iyannrs Port W EXISTING WATER SERVICE . Golf Club, TEST PIT CD CDm Ma le Street BENCHMARK PL. BK. 34 / PG. 2.3 1=. LOCUS S 02 J8 24 E dj Ben chm ark Set Pine Street SHED 80.00 —� RT. COR. BOTTOM STEP Lots J87 & J89 i EL.=10Z07 (Assigned) LOCUS MAP x 106,66 8000E S.F. !- NOT TO SCALE Shr. Map 246 rn Parcel 121 x 106,65 T GENERAL NOTES: l x 107, li 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL I .EXISTING � 105.36 BOARD OF HEALTH AND THE DESIGN ENGINEER. ll HOUSE (#84) x 1016,8 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x 104l I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE , 0 t TOF=108.35E LOCAL RULES AND REGULATIONS. l / x 107.24 L� (Assumed) I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE O kisT I 105.03 DESIGN ENGINEER. d O %Lj��js�o� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING ;V O ``�pF��Ff> O I 5? FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN T 00 N Ix �e06.78 ENGINEER BEFORE CONSTRUCTION CONTINUES. I --��\ •� N i 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF x 104,4 y' O r' x 105,5� 3 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 104 p, / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. . O TP-2 X/ 106.16 Zp SE�'TIC 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. -TANK � � � 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS l._-_ - TP-1 o AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE x 10a.� i\ �? rR4-T_ - _ 1-i- DIRECTED BY THE APPROVING AUTHORITIES. a) ----� 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ( a) THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. in t.�� —25' 11 �'X 1U ,96 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS ' ' Drive 102.72 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND 80.00' 4 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE / 1 .64 N 02 38' 1 INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND u ------1Oc----- IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. 10 edge oP povement-- 10 101.91 x 102.37 J89 14� � O F MgsS EXISTING CESSPOOLS 0� r o�Q PETER T. �yG� PROPOSED SEPTIC SYSTEM UPGRADE PLAN (NOT FOUND—CON TRACTOR TO TO BE PUMPED, FILLED LOCATE) TE) FIFTH A VENUE �. McENTEE �, 84 FIFTH AVENUE, WEST HYAN N I SPORT, MA SAND & ABANDONED 1 o CIVIL No. 35109 Prepared for: Frederick Donovan, P.O. Box 174. W. Hyannisport, MA 02672 R£GISZER�� Engineering by: SCALE DRAWN JOB. NO. Engineering Works, Inc. 1"=20' P.T.M. 167-09 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. �Z> 1 (508) 477-5313 7/25/09 P.T.M. 1 Of 2 t i F` • NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE ,SHALL ,NOT BE < EL:102.3 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF' THE S:A.S. SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 21" 5-t4' POLYSEAUL " EAL UTLETS INSTALL RISERS & COVERS OVER INLET & INSTALL WATERTIGHT RISER & INSTALL INSPECTION PORT OVER END UNIT 2" 2" INLETS T.O.F. OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE EXISTING F G. EL: 105.3(MAX.) F.G. EL.=105.4t F.G. EL: 105.Ot MAINTAIN 2% GRADE (MIN.) OVER S.A.S. N O 'J, l nnr�nri. ° to a ' L - 22'(MAX.) INSPECTION O �. ® S=2% (MIN.) L 2' L = 18'(MAX) PORT 4"SCH40 PVC ® S=1% (MIN.) ® S=1% (MIN.) l 4"SCH40 PVC 4"SCH40 PVC TOP LOAD UNITS ' 04 •Top View Section 14' D-BOX INV.=103.2 48" LIQUID 19" TO INVERT DESIGN ,. LEVEL ADD INV.=102.78 INV.=102.95 PROPOSED 4 ROWS OF 4 UNITS AT 6.25'/UNIT = 25.0' GAS BAFFLE INV.=102.58 INV.=103.00 D-BOX 4 OUTLETS (MIN.) PROPOSED SEPTIC TANK SOIL ABSORPTION SYSTEM (PROFILE) TIE IN, TO EXISTING SEWERS -ESTABLISH VEGETATIVE COVER EXITING THE HOUSE BACKFILL W ITH"tLEAN NATIVE OR 75 INVERTS=105.19t(VERIFY) PERC SAND TO TOP OF CHAMBERS INV. ELEV.=102.58 Ila BREAKOUT=TOP ' NOTES: 1) SEPTIC TANK AND D-BOX SHALL BE SET LEVEL AND TRUE TOP ELEV.=102.33 ':;'' FILTER FABRIC TO GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED OVER UNITS STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.=101.00 (RECOMMENDED) 2) INSTALL INLET & OUTLET TEES AS REQUIRED. III III�IIIII�II 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 76" --�- AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. EFFECTIVE!WIDTH=11.3' PROFILE 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE EXISTING SUITABLE INVERTS PRIOR TO CONSTRUCTION. NO G.W., EL=93.1 4 MATERIAL SEPTIC SYSTEM PROFILE 4 ROWS OF 16" (H-20)1' ADS BIODIFFUSER UNITS WITH NO SEPARATION BETWEEN EACH ROW & NO STONE 16" N.T.S. TYPICAL SECTION 11.2" SAS LAYOUT CD SOIL LOG 34° •-1 DESIGN CRITERIA SECTION END CAP DATE: JULY 22, 2009 (REF#12,636) / t SOIL EVALUATOR: PETER McENTEE PE(SE#1542) NUMBER OF BEDROOMS: 3 BEDROOMS .EXISTING WITNESS:;. DAVID STANTON R.S. ' 16" HIGH CAPACITY (H-20) BIODIFFUSER UNIT SOIL TEXTURAL CLASS: CLASS I /HOUSE (#84) HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN TOF=108.35E t ELEV. 'TPI- 1 DEPTH ELEv. TP-2 DEPTH MODEL 16" HICAP / (Assumed) o„ 104.7 o DAILY FLOW: 330 G.P.D. /ice 104.6 A I A . LENGTH 76„ NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SAND LOAM SANDY LOAM DESIGN FLOW: 330 G.P.D. EFFECTIVE LENGTH 75" F / Y TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY his / l 10YR,4/2 10YR 4/2 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. GARBAGE GRINDER: NO �'���iT�F�yF N 104.1 B g" 104.2 B s" SIDE .WALL HEIGHT 11.2" SANDY LOAM SANDY LOAM OVERALL HEIGHT 16" LEACHING AREA REQUIRED: (330) = 445.9 S.F. S�9 _ t c,: 10YR 5/8 tOYR 5/8 a� 4640 TRUEMAN BLVD .74 102.6 24" 102.5 26" OVERALL WIDTH 34" �►' C C HILLIARD, OHIO 43026 PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY co c0. 1 42" 13.6 CF Rl 0 1 PROPOSED D-BOX:: 1 INLET, 4 OUTLET (MINIMUM), H-10 RATED I• PERC CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. 54" USE 4 ROWS OF 4 - 16" (H-20) ADS BIODIFFUSER UNITS. w�- S�• M-c SAND M_C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN W NO STONE FOR AN S.A.S. WITH DIMENSIONS 1 1.3' x 25.0 O` O 2.5Y 7/3 2.5Y 7/3 84 FIFTH AVENUE, WEST HYANNISPORT, MA (HIGH CAPACITY INFILTRATORS MAYBE SUBSTITUTED) SIDEWALL AREA: NOT APPLICABLE N' A• ...... -.-.- Prepared for: .Frederick Donovan, P.O. Box174. W. Hyannisport, MA 02672 ; �_T ' BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.7 SF/LF OF BIODIFFUSER) PROP. i I? Engineering by: SCALE DRAWN JOB. N0. 93.1 120" 93.2 120" Engineering Works, Inc. _ NTS P.T.M. 167-09 16 UNITS x '6.25 LF. x 4.7 SF/LF = 470.0 SF S.A.S. (, g� g PERCO GROUNDWATER <2 MINER ("C" HORIZON) CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 x 470 = 347.8•GPD -- '-"'-' � 12 West Crossfield Road, Forestdale, MA 02644 DATE ' �----25---I N0 GROUNDWATER ENCOUNTERED 7/25/09 P.T.M." 2 Of 2 . - (508) 477-5313