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HomeMy WebLinkAbout0093 TERN LANE - Health 93 Tern Lane Centerville A= 192—057 TOWN OF BARNSTABLE y LOCATION SEWAGE# Z00q d VILLAGE /6��`kt ASSESSOR'S MAP&PARCEL /q 2 — S 7 INSTALLER'S NAME&PHONE NO. � l d o �n e!2 S"(IaA SEPTIC TANK CAPACITY LSUV l� U LEACHING FACILITY:(type) L020) 13n 8,u t7,r^� (size) /Y S 7( NO.OF BEDROOMS 3 OWNER PERMIT DATE: O COMPLIANCE DATE: - Z 0 - oq Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Al 6 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 C #4 twi cG - e,rOr�icS C.C.0 A 9 6 yo� V 43'n S o16 P 62 qw cz ��.S � a$•® �33 34,E M c.3 a4°s gs �z•� r No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS I Application for �Bizponl �&p5tem core.5tructiou permit 4 Application for a Permit to Construct( ) Repair(.4 Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components � Location Address or Lot No. '�3 C21J G�+x o Leti�erw�l. Owner's Name,Address,and Tel.No. t fib! Assessor's Map/Parcel C'f'Z �//ff. S✓-1-� Installer's Name,Address,and Tel.No.l (kQ V­11 ff f- r Designer's Name,Address and Tel.No. T C €"�1 °'►''� P aa-^ -7b3 28s/� Type of Building: Dwelling No,of Bedrooms Lot Size 700 sq. ft. Garbage Grinder ( ) Other Type of Building Sin,k.,, \.,_ No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 gpd Design flow provided 3 5 S 2- gpd Plan Date $ -1�(- Zpc� Number of sheets Revision Date Title Qf 3 Size of Septic Tank LE'3a A-t, 8-(D Type of S.A.S. S 1�11���55 Description of Soil Nature of Repairs or Alterations(Answer when applicable) Il\-c- ISZau Anic 4-tO fhL .T-Y, �7g ti T o ST lies, be�l �Zc'>> 13'' A,,� AQL 3to I1 Date last inspected: 20 Og 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 o01palth. Si d a Date t 2-O o� Application Approved by Date ZRkX Application Disapproved by: Date for the following reasons Permit No. Date Issued No. i f Fee THE OMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Applicotiou for Bigont ��§Pgtem (fougtructiou 'Permit Application for a Permit to Construct( ) RepairV) Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. q 3 T CaVJ CAwu Owner's Name,Address,and Tel.No.'i�:el.,4: 4 D'jFs1 f e.", Assessor's Map.. arcel j Installer's Name,Address,and Tel.Not N041J" J`e b Designer's Name,Address and Tel.No. T' a L l-a- -� 2 L �v <k e. G • Type of Building: Dwelling No.of Bedrooms Lot Size } �-700 sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33 tl gpd Design flow provided gpd Plan Date '1�(- Z•Oe97 Number of sheets Revision Date Title Qt3\RYLV Size of Septic Tank I H-1 D Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) &L 1Y tAl � AQ. 3(0 )3 Date last inspected: ;�-o O S 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 Environmenial Code and.not to place the system in operation until a Certificate of. Compliance has been issued by this Board o alth. Si.g ed Date ' 1 2-o O Application Approved by1L/��,'✓ / /Cps1.f ;i Date tyll Application Disapproved by:V / ' yr Date for the following reasons Permit No. Date Issued ><119727 —�`��Ec ��z �.s� sr. '�— •,.+aw....�.. .T.s'�' .i»w sa`.3i�''7 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERrT'IFY,that the On-site Sewage Disposal ystern Constructed ( ) Repaired (,V, Upgraded ( ) Abandoned( )by 4VLD �- at G3 1 {✓✓t �.A-r�t y ha ,b•�ee�nj co strueted'in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. (�(/C - - �> dated Installer ��-Q 4, f la kIn kfea6ens LL Designer L2-ilt�KR #bedrooms -3 Approved design flown .3 gpd The issuance of this permit shall not be construed as a guarantee that th?system will Mn'e n as designed. Date �� Io Inspector ,/ THE COMMONWEALTH OF MASSACHUSETTS Fee KO) PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Mi.gpo.gaY �§p5tem Con5tructiou Permit Permission is hereby granted to Construct ( ) Repair (/,) Upgrade ( ) Abandon ( ) System located at 93 TG2yt (14-t t,a, and as described.in the above Application,.for Disposal.System Construction Permit.The applicant recognizes his/her duty to comply with !Title S and the following local provisions or special conditions. Provided: Co"n kructio n must be completed within three years of the date of thi ermi Date Approved by 1 TRANS. NO.: CITY/TOWN: Centerville APPLICANT: _ Cnewide Enterprises ADDRESS: 93 Tern Lane, MA DESIGN FLOW: 330 gpd REVIEW ED BY: DATE: N/A OK NO IN Legal boundaries denoted [310 CMR 15.220(4)(a)] X Street, Lot, tax parcel number and lot number noted on plan [310 CMR 15.220(4)(u)] X Locus Provided [310 CMR 15.2204(t)] X Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) [310 CMR 15.220(4)] X Easements shown [310 CMR 15.220(4)(b)] X 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)] X Location of impervious surfaces (driveways,parking areas etc.) [310 CMR 15.220(4)(d)] X Location all buildings existing and proposed 310 CMR 15.220(4)(c)] X Location and dimensions of system components and reserve areas. [310 CMR 15.220(4)(e)] X System Calculations [310 CMR 15.220(4)(f)] X daily flow X septic tank capacity (required andprovided) X soil absorption system (required and provided) X whether system designed for garbage grinder X North arrow [310 CMR 15.220(4)(g)] X Existing and ro osed contours [310 CMR 15.220(4)(g)] X Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] X Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (i)] X Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] X Percolation test results match loading rate? [310 CMR 15.242] X Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] X U ed and Adjusted groundwater(method for adjustment r indicated) [310 CMR 15.103(3) and 310 CMR (4)(n)] X Address 193 Tern Lane, Centerville,MA Sheet 1 of 7 N/A OK NO Location of every water supply,public and private, [310 CMR 15.220(4)(k)] X within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water supply X within 250 feet of the proposed system location in the case X within 150 feet of the proposed system location in the case of private water supply wells X 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)] X Water lines and other subsurface utilities located [310 CMR 15.220(4)(m)] if water line cross see 310 CMR 15.211 1)[1]) X Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] X Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] X Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] X 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)] X Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] X Test Holes adequate to confirm adequate groundwater separation? [310 CMR 15.103(3)] X Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] X Materials specifications noted? [various sections of 310 CMR 15.000] X System components not> 36" deep (unless Local Upgrade Approvalor LUA requested) [310 CMR 15.405(1(b)] X Address 193 Tern Lane, Centerville,MA Sheet 2 of 7 N/A OK NO Size OK? [310 CMR 15.223(1)] X Inlet tee located ten inches below flow line [310 CMR 15.227(6)] X Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] X Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] X Note regarding installation on stable compacted base [310 CMR 15.228(1)] X Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] X Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] X 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)(f)] X Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] X Access to within 6 " of grade - one port for systems<I 000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] X All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] X > 10 ft from building foundation [310 CMR 15.211(1)] X Buoyancy calculation Required/Done [310 CMR 15.221(8)] X H-20 Where appropriate? [310 CMR 15.226(3)] X Setbacks from resources [310 CMR 15.211 X M1 1 MI.Compartment an is Required when other than single-family dwelling or flow>1000 d [310 CMR 15.223(1)(b)] X First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and (3)] X "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] X Address 193 Tern Lane, Centerville,MA Sheet 3 of 7 N/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2)] X Disposal piping at least 18" below water line(when water and sewer cross, see 310 CMR 15.211(1)[1]) X Cleanouts required/provided ? [310 CMR 15.222(8)] X Thrust blocks specified in force mains? 310 CMR 15.221(6)(c)] X Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] X Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] X Siphonproblem/ leachfield below pump chamber) X Endca s or vent manifoldspecified? X 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)(h)] X Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) X DISTRCJTIONOX= N,, �', P K Stable compacted base [310 CMR 15.221(2) and 310 CMR 15.232(2)(a)] X Splash plate or baffle tee required on inlet/provided? (when pressure sewer to d-box or steep pitch of gravity sewer) [310 CMR 15.323(3)(a)] X Riser if deeper than 9" [310 CMR 15.232(3)(01 X Inside minimum dimension 12" [310 CMR 15.232(2)(b)] X Minimum sump 6" [310 CMR15.232(3)(e)] X Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] X Capacity(emergency storage above working=design flow)? [310 CMR 231(2)] X Proper setbacks [310 CMR 15.211 same as septic tanks)] X Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE [310 CMR 15.231(5)] X Service components accessible (not too deep with piping, disconnects accessible) X Alarm floats - alarm on circuit separate from pumps specified? X Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and 8)] X Stable Compacted Base [310 CMR 15.221(2)] X Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] X Address 193 Tern Lane, Centerville,MA Sheet 4 of 7 N/A OK NO SOi�,'A{BSORPTICO � SSTEMS'(SAS G E2A►L � v , Calculations correct? X 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] X Required separation to groundwater? [310 CMR 15.212)] X Aggregatespecified as double washed [310 CMR 15.247(2)] X System Venting required/provided? (system under driveway or >36" deep) [310 CMR 15.241] X Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] X Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] X 1G IE `FSPIT SCHA�w Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] X Each structure with one inspection manhole (if>2000 gpd must be to grade) [310 CMR 15.253(2)] X Aggregate 1'minimum- 4'maximum. [310 CMR 15.253(1)(b)] X 2' sidewall credit maximum [310 CMR 15.253(1)(a)] IX In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] X 1 RElCHF3S 310�CMR7�5251�p �M .,v . . y>. Width 2' minimum 3'maximum [310 CMR 15.251(1)(b)] X 100 feet-maximum length [310 CMR 15.251(1)(a)] X Minimum separation 2x effective depth or width whichever greater(3x if reserve between trenches) [310 CMR 251(1)(d)] X Situated along contours [310 CMR 15.251(2)] X Breakout OK? [310 CMR 15.211 1 [4] and Guidance Document] X ;B D W'A' of b�ec� orfie000 gpcf = „ minimum 2 distribution lines [310 CMR 15.252(2)(a)] X Maximum separation between lines 6' [310 CM RI5.252(2)(d)] X Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] X Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] X Separation between beds 10' minimum. [310 CMR 15.252(2)(01 X Bottom area used in calculations only [310 CMR 15.252(2)(i)] X Address 193 Tern Lane, Centerville,MA Sheet 5 of 7 �s ri N/A OK NO Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(r)] X Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and I/A Remedial Use Approvals] X If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] X Inspections once per year(systems<2000 gpd) or quarterly >2000gpd) good to note on plan [310 CMR 15.254(2)(d)] X Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? X Impervious barrier and/or retaining wall ? [Guidance Document] X Impervious barrier installation must be supervised by designer [310 CMR 15.255(2)(b)] X Retaining wall must be designed by Registered Professional Engineer [310 CMR 15.255(2)(a)] X Side slope not exceed 3:1 ? [310 CMR 15.255(2)] X Breakout requirements met? [310 CMR 15.252(2) and Guidance Document] X At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) [310 CMR 15.255 (2)(e)] X Gravelless,+S'ystemXr Approval eaters u. Check DEP Approval letters for credits and design conditions X If used with pressure dosing do not allow pressure discharge to scour soil interface X m ACte atcve SeptcSyste CAPP�uaC LttersJ.__x . w. Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? X Is the technology being properly applied and does it meet all DEP Approval Conditions? X Is there a note on the plan regarding the requirement for perpetual maintenance agreement? X Any alarms involved on separate circuits X Did the applicant submit an operation and maintenance manual? X Has plicant submitted a copy of a maintenance X r Wax Are the variances listed on the plan? [310 CMR 15.220 (4)( )] X RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] X New construction or increased flow proposed- [Refer to 310 CMR 15.414] X Address 193 Tern Lane, Centerville,MA Sheet 6 of 7 N/A OK NO Nitrogen Sensctive,A' .. ,,,...... �, Is the system in a Designated Nitrogen Sensitive Area(Zone 11 for a well)?public supply ? [310 CMR 15.214, 310 CMR 15.215 and )310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems] X Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] X Are the nitrogen loads proposed in compliance? [310 CMR 15.2167(l)] ♦f X G�YSi/l.e� �. 5/rF %� �� � „ i.":&, ,•. � < Ea\\ Y���� � \`\>Vie. ' s,_„ 3 Pumping to septic tank? [ 310 CMR 15.229] X Shared System [310 CMR 15.290] X 6, Address 193 Tern Lane,Centerville,MA Sheet 7 of 7 Town of Karnstame Regulatory Services eARN�rABLe, Thomas F. Geiler, Director MASS. �dg Public Health Division rfaA Thomas McKean, Director 200 Main Street,Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Desiener Certification Form Date: A05u5k w, 2,001 Designer: E6 loeecine — Installer: C,apew; En�er��csc' Address: 28.5 y Crontoe-cry `h--svio — Address: Cask Woc6ham H(+ 62-53 8 1-tr. t a_ On (8- Zua9 Cq � � j was issued a permit (date) (installer) p to Install a septic system at 93 Teen Lan e__ based on a design drawn by (address) SG �'nJi'ne�ci(l� _, Tine dated (Au5us-1 t(4 2001 (designer) I certify that the septic system referenced above was installed substantially accordingto the design, which may include minor approved changes such as lateral relocation of he distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow: o�1`�jH OF Mqo„cyG ( --- o CHURCHILL � tiller's Si ature) JR NIL 41807 t (Designer's Sign e) (Affix esigner's tamp Here) PLEASE RETU TO BARNSTABLE PUBLIC HE TII COMPLI E I DIVISION. CERTIFICATE B OF ANCLL NOT BE ISSUED UNTIL BOTH T IS ORM AND AS- UILT.0 . ARE RECEIVED BY THE BAIINSTABLE PUBLIC HEAL'�ti DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form THE Town of Barnstable P# 4 2 6 Department of Regulatory Services ' a"s"m'''BL& Public Health � Division Date Mess tbgq �� 200 Main Street,Hyannis MA 02601 CFO MAt A Date Scheduled Time l0 Fee Pd. 4to ^ Soil Suitability.Assessment for Sewage isposal Performed By: lb cadl eV &_(t O10 t EZ l, C S(' Witnessed By: df V r (nJ, S l a� CATION& GENERAL INFORMATION FLocationAddre 37 Owner's Name + Address 43 (ern Ganes eehl��ui lle,kA Assessor's Map/Parcel: -2 —057 Engineer's Name �JG E415`OQe«03I T-0 NEW CONSTRUCTION REPAIR Telephone# 5of1-2'73-6377 Y Land Use Sut5le Foeni l Slopes(Ro) 5'!U Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way ft Property Line 7/t) ft Other - ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,]ovate wetlands in proximity to holes) �.Q{tGct�ac� D�ui1 Parent material(geologic) Oukwe-_5(1 Depth to Bedrock 12d (33 Depth to Groundwater. Standing Water in Hole: 712 0 1O5s Weeping from Pit Fpce Estimated Seasonal High Groundwater DETERNIINATION FOR SEASONAL HIGH WATER TABLE Method Used: ovQaE 6bse.cuaEwe Depth Observed standing in obs.hole: 70-0 in. Depth to sell mottles: )i26 Depth to weeping from side of obs.hole: )t 20 in, in, ©roundwnterAdJustment ft.Index Well# - Reading Date: - index Well level Adj,factor__Z_ Adj.Groundwater Level.:_ PERCOLATION TEST butt: 8- �9 �'Imr'Id�y Observation Hole# t Time at 4" s Depth of Perc 5.Y 72 Time at 6" Start Pre-soak Time @ w:25 AM - Time(9"-6") End Pre-soak w 21 A H Rate MinJinch L 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:�S EPTICIPERCFORM.DOC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell Mottling (Structure,Stones;Boulders, on i ti�n�%Graven - Fill oY,S/(; - �6 9p;, y16 — e 2S� aecxTel) Same co(o es bb-(20 C-2 HS Z,5Yv/3 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel X_CS -O f r y/6. - zr%S�o�el sable Z'140(014 /9S DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,8' G vel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) Flood Insurance Rate Ma Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes Within 100 year flood boundary No Yes Depth 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? `�es If not,what is the depth of naturally occurring pervious material? Certification ` I certify that on -29"e (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 9xp9nence described in 310 CMR 15.017. Signature Date Q:\S.IEPTIC\PBRCFORM.DOC 4"SCHEDULE 40 PVC MIN. SLOPE 1 % PROP.VENT WITH CHARCOAL �' TOP OF FOUNDATION = 64.4'± INISH GRADE OVER D-BOX- 62.5 ± FILTER TO ABOVE GRADE FINISHED GRADE OVER BIODIFFUSERS= 62.80 - 64.68 GENERAL NOTE S PROVIDE CONC. RISER WITH SLOPE @ 2% MIN. COVER OVER INLET&OUTLET INSPECTION PORT WITH FINISH GRADE OVER TANK EL.= REMOVABLE WATER-TIGHT COVER OVER ACCESS BOX TO WITHIN 1• UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISHED GRADE TO WITHIN 6"OF F.G. 62.4'+ RISER TO WITHIN 6"OF FINISHED GRADE 3"OF F.G. (ONE PER ROW) METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FOUNDATION = 63.0'+ /-5" DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. 20"MIN.ACCESS 36"MAX. / } 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE COVER(3 TYP.) 9" MIN. I DESIGN ENGINEER. 9" MIN. 9" MIN. PROP.4"SCH. 40 PROP.4"SCH.40 36"MAX. 60"MAX. TOP OF SAS/B.O. = 59.68' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PVC SEWER PIPE SEE NOTE 21 PVC SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. � 2" DROP MIN. MIN.SLOPE@1% 6" 3" 3" DROP MAX. 3�� 9" PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN '� JOINTS (TYP.) ELEVATION = 59.68' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10" " 4 PVC IN FROM 1.08' n7.13"(TYP) 13" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF 14 0.25 SEPTIC TANK 4 PVC OUT TO 059' (NP ) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. \*60.75' O LEACHING FACILITY � - a - 1 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. 60.50' " EXIST. SEVJLFZ PIHE ` 48" OUTLET TEE 59.47' MI,N. - 59.30' 59.19' 58.60' (laid flat) 2.8 (34.5")� 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. 5.0' (TYP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 22"ZABEL FILTER MODEL#A1801-4x22 6"CRUSHED STONE (TYP.) 14.375' FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS (GAS BAFFLE ON BOTTOM) OVER MECHANICALLY 5' MIN. NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH --11.0'TO FND COMPACTED BASE 20.0' (TYP FOR ALL 5 ROWS) AND DESIGN ENGINEER. 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 60.00' ESTABLISHED OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 53.50' ON A NAIL SET IN A TREE AS SHOWN ON PLAN. COMPACTED BASE C C C BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PROPOSED 1500 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 20 - BIODIFFUSERS PROFILE BIODIFFUSER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT LENGTH 10' 6" WIDTH 5' 8" DEPTH 5' 8" (Dimensions per Wiggin 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES Precast Corp., Pocasset,MA) CROSS SECTION VIEW 20 - 1311 HIGH ARC 36 (�#36136D) BIODIFFUSERS TO THE DESIGN ENGINEER. *CONTRACTOR TO REPLUMB INTERIOR SEWER SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL PIPING TO EXIT HOUSE AT THIS ELEVATION NOT TO SCALE NOT TO SCALE NOT TO SCALE 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM NOTE: Q PERC NO. 12649 APPROPRIATE AUTHORITY. f UbltC P{�It1, 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP ending � INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS M T S SHALL TRAVELED WAYS IN WHICH CASE SS EDGE OF EACH SEPTIC SYSTEM COMPONENT. EVALUATOR: Bradley M. Bertolo, E.I.T. LOCATTHEY SHALL WITHSTAND H-20 LOADING. C.S.E.APPROVAL DATE: 7/29/03 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE DATE: August 4, 2009 LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE I � • • ��` ��� TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. • „ ' ELEV TOP= 63.50' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, ARE NOT CONSISTENT WITH TEST PIT DATA. ELEV WATER 53.50' REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). • = ® 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN � �' • � PERC RATE _ <2 min./inch + SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. 3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE WATERSHEDS. I „ stone a « • DEPTH OF PERC = 54"-72" 16. PROPOSED PROJECT IS LOCATED WITHIN: P'I o ! w . • TEXTURAL CLASS: 1 ASSESSOR'S MAP 192 PARCEL 57 m •' MAP 192 '+tom z • OWNER OF RECORD: RICHARD E. & LILLIAN d ENTREMONT s � a c� / _ ♦ s.,, + + �, �► ; _- --- - ADDRESS: 93 TERN LANE LOT 31 i~\ ' CENTERVILLE, MA 0 No, 64 h• r R 0 63.50 PROPOSED PVC VENT PIPE ��` Op,. + �►� Fill (EXACT LOCATION PER OWNER) • �x O I ' • • • ��, t \� 16" 62.17' FEMA FLOOD ZONE C PROPOSED INSPECTION PORT(TYP OF 5) B Loamy Sand COMMUNITY PANEL# 250001 0015 C ,��� � \ �,� �� • � � � \ or'I ' ,.,� • • In 10YR 5/6 17. DEED REFERENCE: DEED BOOK 6909, PAGE 285 06 1, 18. PLAN REFERENCE: PLAN BOOK 88, PAGE 13 AND PLAN BOOK 147, PAGE 113 I� • f '� i ; �* of: P 54" .�, Med. -Coarse 59.00' 19 ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. PROP. 20 - 13" HIGH ARC 36 (#3613BD) BIODIFFUSERS o ' /off / • • ' '; Perc s.e Sand o 0 ;> / , 72„ 10Yr 4/6 57.50' 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY (25%gravel& FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY 6 0 N + p • i f/ C-1 some cobbles) FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. PROPOSED DISTRIBUTION BOX N o 'A .e ++ 88 56.1T 0' • 21. IN ACCORDANCE WITH 310 CMR 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE co 0 o � +`•• CD �o l Op r'o, p �� ' '1�' '" • APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7): \ ' 3 I ` 63.5' FA C-2 Medium Sand (1.) A 2.0'WAIVER(3.0'-5.0') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. 6� LOCUS PLAN 2.5Y 6/3 �0�,�'O \PQP� 9 SCALE. 1 = 1000 Benchmark #93 J! 120 53.50 Nail in Tree EXISTING \ No - Weeping, -- Standing Observed Elev. =60.00' � � 3-BEDROOM __ _ _..__.Mottling, _ _-----___ -- Approx. M.S.L. DWELLING TEST PIT DATA DESIGN DATA LEGEND TOF = 64.4'± SHED PERC NO. 12649 ti 6'�\ �,�0 O X1ST.INV.=582'± os� J'o / INSPECTOR- David W.Stanton, R.S. 50x0 EXISTING SPOT GRADE (TO BE REPLUMBED Cho O TO INV=60.75'j -1 o �` NUMBER OF BEDROOMS (DESIGN) 3 o \O EVALUATOR: Bradley M. Bertolo, E.I.T. - - 50 - -- EXISTING CONTOUR DESIGN FLOW 110 GAUDAY/BEDROOM 7/29/03 o O � `Jo= \c�` C.S.E.APPROVAL DATE: �-<` TOTAL DESIGN FLOW 330 GAUD" r, PROPOSED CONTOUR DECK DATE: August 4,2009 �Q) �L DESIGN FLOW X 200 % - 660 GAUD" LLEC - EXISTING ELECTRIC LINE - TEST PIT#: 2 PROPOSED 1,500 / ��`,L USE PROPOSED 1,500 GALLON SEPTIC TANK ELEV TOP = 63.50' ❑/H/W EXISTING OVER HEAD UTILITIES GALLON SEPTIC TANK 5) � / � \ INSTALL 20 - 13" HIGH ARC 36 (#3613BD) BIODIFFUSERS ELEV WATER= 53.50' GAS - EXISTING GAS LINE PERC RATE _ W �,,/ ° MAP 192 � � � / � � `- •\ ----- EXISTING WATER LINE / °°0 6) C-3 LOT 30 SYSTEM CAPACITY DEPTH OF PERC = TEST PIT LOCATION (4 --- CID MAP 192 N o ✓" ! TEXTURAL CLASS: 1 8� LOT 57 o (TOTAL L.F.OF BIODIFFUSERS&COUPLINGS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)= GPD C EXISTING CESSPOOL 03 EXISTING CESSPOOL TO BE \ _ 18,700 S.F.± / / / v (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY (3 PUMPED, FILLED WITH CLEAN `- ---- / / O PROPOSED 1,500 GALLON SEPTIC TANK HC-2 SAND AND ABANDONED 0" 63.50' TOTALS: Fill PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE S�-iPS� #93 0"'�moo. \s4� ` �, ,- TOTAL NUMBER OF BIODIFFUSERS: 20 16" 62.17' 13 PROPOSED DISTRIBUTION BOX EXISTING \ \ _ TOTAL NUMBER OF COUPLINGS: 0 3-BEDROOM �� �� TOTAL LEACHING AREA: 480.0 SQ.FT. B Loamy Sand PROPOSED 13" HIGH ARC 36 (#3613BD)BIODIFFUSER DWELLING �S2\ - 5 /� TOTAL LEACHING CAPACITY: 355.2 GAL./DAY 10YR 5/6 TOF = 64.4'± \ -,-So / 40" 60.1T REV DATE BY APP'D. DESCRIPTION_ Med. -Coarse PROPOSED SEPTIC SYSTEM UPGRADE NOTE: Sand 0 ,L C-1 1 OYr 4/6 PREPARED FOR: tk• \ EFFECTIVE LEACHING AREA OF 7.80 SF/LF OBTAINED FROM THE (25/o gravel & '-48___-.- DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER some cobbles) CAPEWIDE ENTERPRISES HC-1 �. "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO 88" 56.17 ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED OCTOBER 30, 2008). TRANSMITTAL NUMBER=W000052. LOCATED AT C_2 Medium Sand SWING-TIES SCALE: 1" = 20' ( ) 2.5Y 6/3 93 TERN LANE CENTERVILLE, MA DESCRIPTION HC-1 HC-2 HC-3 SCALE: 1 INCH = 20 FT. DATE: AUGUST 14, 2009 SEPTIC COVER IN (1) 21.2' 44.5' -- 120" 53.50' 0 5 20 40 80 FEET No Mottling, Weeping, or Standing Observed � I~OF SEPTIC COVER OUT(2) 27.5' 37.2' -- - _-_-- -___- --- �' JOHN L. s°� PREPARED BY: BIODIFFUSER CORNER(3) -- 15.3' 37.9' RESERVED FOR BOARD OF HEALTH USE p CHURCHILL -1 R. JC ENGINEERING, INC. BIODIFFUSER CORNER(4) -- 27.0' 43.9' I 2854 CRANBERRY HIGHWAY BIODIFFUSER CORNER(5) -- 25.8' 29.4' EAST WAREHAM, MA 02538 SITE PLAN % _ 50_8.273.0377 _ BIODIFFUSER CORNER(6) -- 13.1' 19.3' Yv �- SCALE: 1"=20' L Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1fi65