Loading...
HomeMy WebLinkAbout0272 SKUNKNET ROAD - Health 272 Skunknet Rd.Centerville A= 170 -062 1 TOWN OF BARNSTABLE LOCATION 9)Q SV e Ln.g J SEWAGE# ZD IQ - 2 a VILLAGE ASSESSOR'S MAP&PARCEL X1 v - (ol INSTALLER'S NAME&PHONE NO. lc gw, �'v,1 e,or,se 4Z �1y2$ SEPTIC TANK CAPACITY 1 0 LEACHING FACILITY:(type) Z y Arc 3(v13 )<zo (size) 11. Z � NO.OF BEDROOMS 3 OWNER ScOkk t fQ-dkyl-k 2 a..v%Qb PERMIT DATE: 7 1 !o COMPLIANCE DATE: 7 Z®r o Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility L) Qtl 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 ��� 6 �Qn�ga uf,C— �- 4arase , 1 � J LIZ +4 /t2 20•2 S3 ZO-f 03 z.0.� AS, s f � No. ® Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal *pstem Construction Permit Application for a Permit to Construct( ) Repair ') Upgrade( ) Abandon( ) ❑Complete System ®Individual Components Location Address or Lot No. 2 7 2. Si6j A K,v!e,- A4)-� Owner's Name,Address,and Tel.No. Assessor's Map/Parcel i?co (02_ r^ �l✓d s�►"'� Installer's Name,Address,and Tel.No.04 L& ��' Designer's Name,Address,and Tel.No. rw C•z S���-���j Ce"rev_,',t Type of Building: Dwelling No.of Bedrooms Lot Size 7d 8 Z Z sq.ft. Garbage Grinder( ) Other Type of Building Si n�)•e (;a""� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 o gpd Design flow provided 355-- 20 gpd Plan Date G e 2t — 2 of o Number of sheets Revision Date Size of Septic Tank 1000 ExtS i Type of S.A.S. 5­k,_Y,-e,(,e.)S ue,4-eL -13 1 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 Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H h. Si d Date �� '>Z.b(O Application Approved Date ffo Application Disapproved by Date for the following reasons Permit No. 0 o� �- Date Issued �- � 31 a No. O *ru Fee THE COMMONWEALTH OF MASSACH.OSETTS Entered in computer: Y� les PUBIC HEALTH DIVISION - TOWN OFBARNSTABLE, MASSACHUSETTS t Application for DispoSAY *pBteYII, onstruction 3permit Application for a Permit to Construct( ) Repair K) Upgrade( ) Abandon( ) r❑Complete System Individual Components Location Address or Lot No. 7- 12, S1Cv i u-r, P,-C' /L.0-wA Owner's Name,Address,and Tel.No. a,' Assessor's Map/Parcel J-7o (r,-L n �/ p 5,oqv.'_C Installer's Name,Address,and Tel.No.(24., ,1j; 04t,^� Designer's Name,Address,and Tel.No. C't4 reed; t f Type of Building: DwellingNo.of Bedrooms Lot Size —fir -2 (y, sq.ft. Garbage Grinder( ) Other Type of Building 51 ✓+1�� �^i� No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 O gpd Design flow provided :355_� 2 a gpd Plan Date (0' Z Ot Number of sheets Revision Date Title 0 ��. 5 &,Vt(I h tt Size of Septic Tank 1000 6_xiso W' Type of S.A.S. ((;yu� e.} �,e✓►4 J_ 7a J t { � Description of Soil 's t,' V T Nature of Repairs or Alterations(Answer when applicable) —i3o,, 0"i ;M Date last inspected: to i o Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in J accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of H . s Sig d Date '" b t p Application Approved Date , o lQ) Application Disapproved by Date for the following reasons Permit No. Date Issued --------=-- =-----==- ----- ---- ------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired V ) Upgraded( ) Abandoned( )by at c�. 5 I�vyi k s�.�t,� ao 4d has been constructed in accordance \ with the provisions of Title 5 and the for Disposal System Construction Permit No,11'G(1.—c��"dated -7 /6 �+ r Y _ , Installer (r tj,t r? {✓Q t,j e 5 Designer "T C 6y1 S/L+9Z4,n #bedrooms Approved design fl --- w Z�,O gpd The issuance of his p rmit shall not be construed as a guarantee that the system wi on as de igned. 7 Date 10 Inspector fill- --------------------- ----------------------- ------ ­ �) ----------------- No. -Q FeeIQ '4P '�"` 00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Disposal �&pstrm Construction lermit Permission is hereby granted to Construct( ) Repair(j,/, ) Upgrade( ) Abandon( ) System located at �, S I2,c�Vt, , I��i✓ICJ . �,is 1 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. Provided:Construction musVbe be co/npleted within three years of the date of this pe t. Date Approved by I `rown of Barnstable Regulatory Servicies rimmas,ri. Geller, Director Public Health Division MAN. Thomas McKean,Director 200 Main Street, 14yannis, MA 02601 �09-8624644 Fax; 7-8 -1 Assessor's Map/Parcel Date: Sewage Pernlit# ...... Installer & Designer Certification Form ----&c � LOee.c(Oc, , .I.0. 0 Installer: Z, ----Acid ress: 2 15 11 6 k Address: 0 8CV, &%sA w-3oiel�ietfY1 HA 62-5,36 ................. 0 Iz(037- oil -4Vf0'&) etc was issued a permit to install a ler) septic system at �;K on Vc�-)V-.k ( 00(4 based on it design drawn by -------------------------- (add ress) C, dated 'Suv%-r- 2h i-6tC) ............... (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 the distribution box and/or septic tank. Stripout (if' required) was inspected and the soils \\crc- found satisfactory. I ccrtify that the septic systclil referenced above was installed with major changes ii.o. greater than I(Y lateral relocation of-the SAS or any vertical relocation of ally component L&T.Ile SellfiC systein) but in accordance with State & Local Regulations. Plan revision or L;crtified :as-built by designer to follow, Stflp0l.lt (if req nspected and tile were found satisl'.-Wiory. -kI4 01: jl@ CIV!, S No Si ............... ix esi s rnp Here) sign r s, ignatur (Affix PLEA E Rir,'ruRN 'i - BARIN§TABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT 13E ISSUED UNTIL BOTH THIS FORM AND AS-71 7— T lit,jif.'r CARD AIIE I BY THE BARNSTABLE PUBLIC JIEALTIJ DIVISION. TYk.ANI< YOU. 10 "d L92:0 2.)-Z 809 !3NIN33NI8N33r wo 6g: 8o oToz—so--lnr 5 TRANS. NO.: CITY/TOWN: Centerville APPLICANT: Capewide Enterprises ADDRESS: 272 Skunknet Road, Centerville, MA DESIGN FLOW: 330 gpd REVIEWED BY: DATE: N/A OK NO GENERAL ' Z'M ,s, , Y, 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 pro 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 Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] X Address 272 Skunknet Road, 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 Approval or LUA requested) [310 CMR 15.405(1(b)] X Address 272 Skunknet Road, Centerville,MA Sheet 2 of 7 �S`EPTTC TAM ��� � ��,,� �9 � % A � ixA � NO K Size OK? [310 CMR 15.223(l)] 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(l)] 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<1 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 Required when other than s Ingle-family dwelling or flow>1000 g 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 272 Skunknet Road, Centerville,MA Sheet 3 of 7 BUZLD�IIN,G SEV. R' AND�Os -3 ERPYPXN �, � /A \�\� vOK; NO Located at least ten feet from any water line? [310 CMR 15.222(2)] 1 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 Endcaps 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 D'ISTRIBiTTI jNB07� ' 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)(f)] X Inside minimum dimension 12" [310 CMR 15.232(2)(b)] X Minimum sump6" [310 CMR15.232(3)(e)] X Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] X FI7MPCHAMBEHRS q y 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 272 Skunknet Road, Centerville,MA Sheet 4 of 7 SOBSORP�T , S�5�`1� SAS) � ERLy O NO A K AW 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 Aggregate specified 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 GAIlURIESPI , CHAMBERS 310 �5.�5;3 ' 's" 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 I'minimum- 4'maximum. [310 CMR 15.253(l)(b)] X 2' sidewall credit maximum [310 CMR 15.253(1)(a)] X In bed configuration, inlet every 40 s . ft. [310 CMR 15.253(6)1 X T-RENGHES�3X0G ,,, 1 ' 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 M l� �D SEAS(Ma ix muan �zeaf bc�i�relc u5000*pd,) ' ice• minimum 2 distribution lines [310 CMR 15.252(2)(a)] X Maximum separation between lines 6' [310 CM R15.252(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)(0] X Bottom area used in calculations only [310 CMR 15.252(2)(i)] X Address 272 Skunknet Road, Centerville,MA Sheet 5 of 7 N/A OK NO DID"TE1' A1�1 N' QT, E 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 (>2000 d) good 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)? 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 G�a�velless S�tem�C�/AMApproval Letter � ;�� � ��'" _t 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 Altenative,SeicSy em[6%A yip i'oi�ale rsJ ,➢v. 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 erpetual maintenance agreement? X Any alarms involved on separate circuits X Did the applicant submit an operation and maintenance manual? X Has applicant submitted a copy of a maintenance X Yarraances '��,� >k ' .� ��' • g.,,, �� ,,, ..;•N y� _ ,� ,' Are the variances listed on the plan ? [310 CMR 15.220 (4)(q)] 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 15.4141 X Address 272 Skunknet Road, Centerville,MA Sheet 6 of 7 N/A OK NO .Nztrogen�S'ensrtrve ryas ,R 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 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 15.216(1)] X Pumping to septic tank ? [ 310 CMR 15.229] X Shared System [310 CMR 15.2901 X i Address 272 Skunknet Road, Centerville,MA Sheet 7 of 7 o¢� Town of Barnstable P# plz � 20 Department of Regulatory Services ttWsrnat� i Public Health Division Date MAM 1639. 39. 200 Main Street,Hyannis MA 02601 , Date Scheduled_ w o� ~ Time Fee Pd. MO Soil Suitability Assessment for Sewage isposal 9 Performed By:_ Nl`r✓�oL( M¢,1�� t=z I GSA Witnessed By: r, rA It, Yt LOCATION& GENERAL INFORMATION Location Address 2 Z �I- / Owner's Name 5 G_+} Zt4. lAe Address_ Z22 SA4,,,L,_Z. Assessor's Map/Parcel: (17 o10 C,Q_ . / Engineer's Name NEW CONSTRUCTION REPAIR V Telephone �0256 '7 TeleP c 508.-273-G37�f7E- 1T�4 ' Land Use S(r),e_,Ecsr^i1Y cd-eA Z Slopes(%) 2 - Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Drainage Way _ ft Property Line 7(O ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands in proximity to holes) see- Parent material(geologic) ©VkwaS�l Depth to Bedrock 7 i Z0 %5 Depth to Groundwater. Standing Water in Hole: 7 12'0i `05S Weeping from Pit Face 7 110" �o53 Estimated Seasonal High Groundwater y l 2Q< �Oss DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: DCCeCk 0b5P-CUOV" Depth Observed standing in obs.hole: '7(2-6 in. Depth to soil mottles: t 26 in. Depth to weeping from side of obs.hole: 7 1 in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level , Adj.factor.,m' Adj.GroundwaterLevel„n, PERCOLATION TEST Date 6-Z3-to Time l.o R4 Observation Hole# < Time at 9" Depth of Perc 36` 51 T Time at 6" Start Pre-soak Time @ /0:00 ff M — 'Time(9"4") End Pre-soak /0:.0 7 A/1 Rate Min./Inch L 2- Site Suitability Assessment: Site Passed ye-5 Site Failed: Additional Testing Needed(Y/N)A 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 DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) S L l it 5�6 2 5 1 b/6 - S%sfo--- 'j ko s 2 DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders. Consistency. Gravel) o-l6 /o -iL A . /_S dvir 31, — 36�1yo c DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Co s' n Flood Insurance Rate Map: 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? _— If not,what is the depth of naturally occurring pervious material? ..� Certification I certify that on /o-27-99 (date)I have passed the soil evaluator examination approved by the Department of EnvironmjProttion and that the above analysis was performed by me consistent withthe required training,expxp 1 ce described in 310 CMR 15.017. Signature Date Q:\SEPnCkPERCFORM.DOC L 7 TOWN OF BARNSTABLE r LOCATION j Kti ,)k N r tT aAro SEWAGE # VILLAGE `6,,� �;viz ASSESSOR'S MAP Cz LOT b� (INSTALLER'S NAME & PHONE NO. 8_C '72 p_d X k y 0 SEPTIC TANK CAPACITY r/O o o G s i nLEACHING FACILITY:(type) AE Ch ST (size) Go o �[A O. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER 5C.O r Z-4•4it A DATE PERMIT ISSUED:_Tzrr DATE COMPLIANCE ISSUED: 8- VARIANCE GRANTED: Yes No (� L�o t '`b t Q � s S K u ri k tjETT - �a�� FZ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ............. .0-w..0...........OF........:..... .......... 1 1 < -------------- -- Appliratiun for Disposal Works T anstrur#inn 11rrMit Application is hereby made for a Permit to Construct (K) or Repair ( ) an Individual Sewage Disposal System at: � ..�6. 7. ... S ld!�1i .............................. ........•--•-------•----_-•---- ...................._.......:.......... L 'tio -Address .•••or.Lot No. ............. _ c:YT.�.... ..H. ----------------------------- .................................. .............................. ................ Owner Address Installer Address Type of Building 9 Size Lot..... feet Dwelling—No. of Bedrooms......... ..............................Expansion Attic ( ) Garbage Grinder ( ) p� Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures .. ....... .......--------------------•-•-----•----------•-------..._.....__......_.............. WW Design Flow..--._....:.�? .......................gallons per person er day. Total daily flow.......... U._.........___._.....-__ tl}ons. WSeptic Tank—Liquid capacity ....gallons Length.......... Wid................... Diameter................ Depth...z-}-••-......... Disposal Trench—N ..................... Width..................... Total Length........�._./......_. Total leaching area...................sq. ft. 3 Seepage / Jrz �__.._ Depth below inlet.__..`.:.......... Total leaching area.. .�...sq—h-�j �•� See a Pit No................ Diameter...._.. z Other Distribution box ( .) Dosing tank ( . ) Percolation Test Result Performed b ..-..: Qw...t...W .leL a y •• � Date ,-a Test Pit No. L._�Tv._._minutes per inch Depth of Test Pit..... Depth to ground water..../4o!U'e f= Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a . --•- .-•-----...._. �..__... • . 0 'Description of Soil:. .................................................................................................................... U -----------------------•------------- --------- •-•----•-••-••--•-•....................................... W ••----------------------------------- ----.----=------------------------...----------------------•-----------------------•------•--•---.........:-•------..........:...........•-----.... VNature of Repairs or Alterations—Answer when applicable............................................................................................... -•--•--•---•-•••-•.................................•--...•--------••-----------------•--•----•-••••---•-•---...---...._....----------------...........••••••--•--•••••.......--------•-•-•--•-----...... Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITlE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the oard of health. e Signed..... --------------------------••--------------........ ------ Application Approved By........................... . .:::.............................................. •• ....... Application Disapproved for the following.reasons--------------------------------------------------•-----.---------.-•--------------------•-•:.-.-._.._.....___ .................•--....-•-----------•--.....---•--.....--------.............................------•-•-----•-•••---.._.....----•-------.................---------•----....-----.........---•......_.._ . Date Permit No.............. ... Issued-------------------- .� . '...------ �-+-�.-.�f... ...r.- ....... -- �-- ....�..-..-�..�..-..e4d�:+n-.-�...s�Lsr�. _.......:���-,.......a..:+-i�r.r�..-.•...-..,,`t;..j�,.;,`�Y:t',I..%•...�w�1':�.Yr=d-wok',L'��_..�.+5.+�t.r-.n..-r,,..s...o...-a.v.-�.....� Now.».... F$s.! . �. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH -----......OF.............:....... �h d.. Appliratinn for Disposal Works Tonu#rur#inn Fermi# Application is hereby made for a Permit to Construct or Repair ( ) an Individual Sewage,Disposal System at: Lot No. ..... W Owner Address a •-••--- - .......... - - ---•Installer Add----ress--- --------------------------------------------- Type of Building Size Lot.....1 :A-9r2------Sq. feet U Dwelling—No, of Bedrooms........: ..............................Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............. No. of ersons....._.._.....•............. Showers W YP g -----••--••---• P ( ) — Cafeteria ( ) a' Other fixtures .-----------•..............•-.............•••. WWDesign Flow............:S_<..._..................gallons per person per day. Total daily flow........:.JM........................gallons. WSeptic Tank—Liquid ca.pacityk&--•••gallons Length..•%'_.t........ Width...A,....... Diameter................ Depth.:Y....... x Disposal Trench—No..................... Width:................... Total Length.................... Total leaching area...................sq. ft. 3 Seepage Pit No......../..----•••-- Diameter......`....... Depth below inlet............... Total leaching area....19..a...sq ft7 p Z Other Distribution box ( X ) Dosing tank ( ) aPercolation Test Results Performed bY...... _ !�l__ ...C!J£.u:..-.-�o..����C •............... Date.•_..�a II./�:�......�.... ..1 Test Pit No. I...�:Z::.__.minutes per inch Depth of Test Pit...... .._.. Depth to ground water....................... Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ x ---------------------------------------4-----------•-••------•-----•............-----•------•-••-••.--•-•........-----------•-----------........_....------•. ODescription of Soil.................�� .......�/Ad----------------------------•------------•-----------•-••---•----•---•----•---......-----..................---------- x --••----•••-•----•-••••----•••••--•-••---•••.......•••-•--••••••••••----••-•--•-..........••-••-••-•••-••••-•••-••-•-•••••--•••-••-••....-••-••--••.....................................•-•----•----•-.. U Nature of Repairs or Alterations—Answer when applicable............................................................................................... ..........................•--------..._............ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of iITI.I 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b�" U) d of health. Signed........... c ... _.... _ Dpte Application Approved By :..-_:..!_...... =:,:%% �.... _ ........� 1.= ..... _,.. Date Application Disapproved for the following reasons:...............-.......................................................................................... »..» s' i _ Date Permit No.............C�`---~ ._ _ Issued.................. .3 �, '....»........» Date -------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ' f M Trr#if iratp of Tomplianrr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by-•...........:.\/ ..................`.........---•----•-----••••.._.......-----------•----...-----...........------.......---.....--•-•------._..........»..»_..._ Installer i C"�,� P at............. .......��1 ..... =:.sty. ��K'h :. ........ ..��...... ..�:.1�. has been installed in accordance with the provisions of TITLE �of The State Sanitary Code as described in the application for Disposal Works Construction Permit No.....� -•.-M.75.___.. dated....... , ----•------------- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE. SYSTEM WILL FUNCTION SATISFACTORY. DATE .._.........?... - i ...»............... Inspector............................. ............................................. Ili THE COMMONWEALTH OF MASSACHUSETTS --- BOARD OF HEALTH ?�-- OF............... fry' No. .�� ......... Faa..... .. .......... Disposal arks Tnnstrurtion f rruttf Permission is hereby granted................... t ---....--.---•-••-•--•--------=--•-----......•............................-•----.................»_.. to Construct ( ) or Repair ( ) an Indivi ual Se�"rage Disposal System at No.: ..... .cam, :�._..... .c�.._.... ..v^. ./!fi: ..................................: - ;f :.� .................................. Street as shown on the application for Disposal Works Construction Permit Now :. _..:1�5— Dated...... ...... ..�............ `� �� Ila1n1 of Health DATE.................... --��--�.:.............•-••---••-•-------•---- n c1l 30'-0" 12'-0 MASTER BATH i I I I ' I ANDERSEN ANDERSEN ANDERSEN ANDERSEN , A251-2 A251-2 - A225 - A2 _ Zt dS— W2A5— d o i II II HEATILATER CALIBER 60 I I 1142"w x 23'd x 3q"k ' 146 FAUX BEAMS FOLLOW PITCH 1 EQ. 1 : EQ. I I EQ. % O MASTER BEDROOM 2� I I , I IT, ABOVE / co TRANSITION STEP :: 1 I I II II II 11 (NEW) II ii ANDERSEN 1 1 I I VAULTED CEILING' I I I FWG &ML W/ FAUX BEAMS 2 :: SUN ROOM II :FINISH FLOOR OVER: 4" CONCRETE SLAB: 11 . I 11 II " II II O i ELLIPTICAL ARCH I BETWEEN I ' I I #,0 COLUMNS RCNED JRAN51TI4 STEP ARCHED PASS:iTHRU REPLACES EXISIITNG II WINDOW : II II II II JJ___ _ _-LL _ \ , 12'-0" BEDROOM DN. - ( I I BREAKFAST IZNEW TRAY CEILING OPEN WALL ABOVE C TOP I I REPLACES EX15nW. BELOW W CAS. I --4I VAULTED CEILING MOVE EXISTING W CAB. I TO CEILING I I I FAMILY I n j � KITCHEN REPLACE PST. DR I I W/ ARCHED OPENING' I J- - - - - - - - -- - - - - - —� n-L _ \ FLUSH W/ EXISTING `T f ro— Zs/al 1- r 1 . .. — ___ ! BET FIRE RATE BETWEEN GARA I NEW TRAY CEILING I I NEW TRAY CEILING I REPLACES EXISTING I I REPLACES EXISTING I VAULTED CEILING I I VAULTED CEILING I I I I I I ' COMPUTE ROOM I I DINING I 2 I I I BEDROOM I I I I I tit'-10" I I ti3'-2" I �- - - - - - -- --1. - - - - - - - -- - -� _ AR C Ll / \ \ 1 IN (NEW) o COVERED PORCH 1 WOOD FRAME / MAHAGa4Y DECK NEW WINDOW MATCH DINING Rri. L� i Iwo COLUMNS RE-LOCATE 36 RAIL W/ 50 BALUSTERS q I 71 -6 T-6" 7'-6" 22'- FI RS7 FLOOR PLAN INDIC SCALE, 3/16" I . . ,j �� r iI a O EN L O 1 O I F. 7'—01' 4'-0" K AST J UP — _ _ _ _--- 2 EXISTING I EXISTING I FX I KNEE WALL I SKY LITE I ��ICT LITEIG I (V I -- -J L-- J LAUNDRY ' tllll26SC1 7 CLOSET/ - O BATH STORAGE ISTING 6 FIRE- INFILL INFILL r RATED SSMe EXISTING EXISTING L STORAGE � OP941we OPENING STEP .fe 6/9" FIRE RATED GYP. BOARD BETWEEN GARAGE t LIVING SPACE OW r. 7'-0" 4'-0" I 21 m • � i 2� I =-_-= GARAGE STUDY = F— U 1 I I w O i f OL tu co I I w I I 0 j 4' KNEE WALL Q RE-LOCATE EXISTING DOOft I I Q Q l7 s Q i 22'-0" ANDERSEN ETb INDICATES NEW CONSTRUCTION SECOND FLOOR PLAN SCALE: 3/16" - I'-0" JOl DR; DA T.O.F. EL.= 60.2'± /-FINISH GRADE OVER D-BOX= 57.7 ± 4 SCHEDULE 40 PVC MIN. SLOPE 1 °/° FINISHED GRADE OVER BIODIFFUSERS= 57.2' - 57.7' GENERAL NOTES fPROVIDE EXTENSION RISER SLOPE @ 2%MIN. WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION OUTLET TO WITHIN 6"OF F.G. RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX PE WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH GRADE , 3"OF F.G. (ONE PER ROW) @ FND. EL.= 59•3 '±' F.G. OVER TANK EL. = 58,5 ± 5" DIA. OUTLET(S) CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. PROPOSED 4" 9"MIN. 9" MIN. EXISTING 4" PVC SEWER PIPE 3 "MAX. 36"MAX. TOP OF SAS/B.O. = rj4,70' 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SEWER PIPE SYSTEM UNLESS OTHERWISE NOTED. - 6-�� 3" DROP MAX _ PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN ---- -- -` 3 2" DROP MIN ELEVATION = 54.70' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 3 9 MIN.SLOPE�1% L - 8± �JOINTS (TYP.) 10" 4" PVC IN FROM 1.08' " 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" i *55.0'± SEPTIC TANK 4"PVC OUT TO 0.59' (TMP.) nl (T 13 THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. O LEACHING FACILITY 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. n' CONTRACTOR CONTRACTOR SHALL ! OUTLET TEE 54.60' MIN. �6- 54,t�3' ' ' ( ) 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF 54.21 53.62 laid flat 2.875'(34.5") AND CONDITION OF EXISTING TEES 5,0' (NP.) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK GAS BAFFLE 6" CRUSHED STONE FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY (NP.) 5' MIN. 11.50' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE REQ'D 25.0' AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX (NP.) 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 55.00' ESTABLISHED TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.= < 47.20' BIODIFFUSERS (END VIEW) ON TOP OF A CATCH-BASIN RIM AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION EXISTING 1,000 GALLON CONCRETE SEPTIC TANK PIPES TO BE LAID LEVEL. 20 - BIODIFFUSERS (PROFILE) THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW (BY ADVANCED DRAINAGE SYSTEMS, INC.) 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES SEPTIC TANK PROFILE 20 - ARC36 (#3613BD) BIODIFFUSERS TO THE DESIGN ENGINEER. "CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR DISTRIBUTION STRI BUT10N BOX DETAIL \ /TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. 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 SWING-TIES SCALE: 1"=20' : + ` _ ` « + , PERC NO. 12980 APPROPRIATE AUTHORITY. ,� • . DESCRIPTION HC GC ' • + + . rr • •` • • * INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS + ' �' : ♦ •• • r LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE BIODIFFUSER CORNER 1 27s' 38.1' : ' ♦ • • * EVALUATOR: Michael Pimentel, E.I.T. O • • " . •• • THEY SHALL WITHSTAND H-20 LOADING. + « j + • • r • C.S.E.APPROVAL DATE: Oct. 1999 BIODIFFUSER CORNER(2) 38.2' 44.9' ' ,+ * ,f "' : • „ • • 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. • ' +� DATE: June 23, 2010 BIODIFFUSER CORNER(3) 51.9' 31.1' • , * • * lop- ' TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE BIODIFFUSER CORNER(4) 44.T 20.3' r� lop ! * ELEV TOP= 57.20' MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. + i REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, -- --- -- - - - ---- - - • 40 • .; +"•" ` ELEV WATER= <47.20' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). » • • * • • • r 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN HC + • ' • + ' ' ' : PERC RATE _ <2 min./inch cj 2) / • .• , LOCUS ^ r . SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. a 1) fr II « •4 DEPTH OF PERC= 36 - ` " 16. PROPOSED PROJECT IS LOCATED WITHIN: N ' • ' ` • N TEXTURAL CLASS: 1 ASSESSOR'S MAP 170 PARCEL 62 r • � • _ t1 • • • • • + • • r - 0 *' , + ` • i OWNER OF RECORD: SCOTT J. & NADINE A. ZAINO g #272 • r ; • 0" 57.20' ADDRESS: 272 SKUNKNET ROAD z a EXISTING r • �fa � Fill CENTERVILLE, MA 02632 3-BEDROOM �/ "�+r r • •• *• s • 10" Loamy Sand 56.37 (3 DWELLING ++ + A •*• • (4 .+ » �• • 10Yr 3/1 56.20' FEMA FLOOD ZONE C TOF = 60.2± /f • • r • , 12 ZONE 2J� •• ••'� COMMUNITY PANEL# 250001 0015 C GC '~ + r •• +r B Sandy Loam -+ • • • sir• 5/Yr 1 6 17. DEED REFERENCE: DEED BOOK 5498, PAGE 74 • r . , 0 • • • r" • • 36" 54.20' 18. PLAN REFERENCE: PLAN BOOK 224, PAGE 127 + -/ • ++ • +• Perc ` REMOVE LEACHING PIT & SPOILS AND REPLACE // 54" 52 70 19 '• • = . ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. � GARAGE • �,- • � •� SLAB=59.0'± + Q WITH CLEAN COARSE SAND PER TITLE 5 * ; , + is h • . 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY a _U.P.#1151/14 _ + • Hstc �" + '. * FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY J PROPOSED DISTRIBUTION BOX + ` • I C Medium-Coarse Sand FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. It •` 0 . 2.5Y 6/6 59 f 4/ EXIST. 1,000 GAL. SEPTIC - _ " -' , ( (5/° gravel) �� TANK TO BE UTILIZED AS MAP 171 loose y, \ / PART OF THIS DESIGN PARCEL 16 (loose) o s LOCUS PLAN co Uj S75.54, ,._ Uj Q, 9, 6.6g� 17 2 p"E SCALE: 1 1000 120" 47.20' No Mottling, Standing or Weeping Observed d ( -- PROPOSED INSPECTION PORT WITH z c 0 ACCESS BOX TO GRADE (TYP OF 4) �� p j DESIGN DATA LEGEND TEST PIT DATA \ j PERC NO. 12980 �572 / 2 EXISTING INSPECTOR: David W. Stanton, R.S. 50x0 EXISTING SPOT GRADE PROPOSED TOTAL 20 ARC 36 (#3613BD) BIODIFFUSERS IN A FIELD CONFIGURATION TP2 >>.5' O 3-BEDROOM NUMBER OF BEDROOMS (DESIGN) 3 EVALUATOR: Michael Pimentel, E.I.T. - - 50 - --- EXISTING CONTOUR % / 0- DWELLING C.S.E. APPROVAL DATE: Oct. 1999 Benchmark 57� `'' ?p 4§1 TOF = 60.2'± DESIGN FLOW 110 GAUDAY/BEDROOM r� PROPOSED CONTOUR Catch Basin Rim � DATE: June 23, 2010 Elev. =55.00' "��-•�" w _W TOTAL DESIGN FLOW 330 GAUDAY TEST PIT#: 2 ❑/H/W EXISTING OVER-HEAD UTILITIES Approx. M.S.L. iq 'n DESIGN FLOW X 200 % = 660 GAUDAY ir) ELEV TOP = 57.20' W W-- EXISTING WATER LINE USE EXISTING 1,000 GALLON SEPTIC TANK ELEV WATER= <47.20' 2 0 �V�p D WAY GARAGE GAS - EXISTING GAS LINE ' PERC RATE _ SLAB=59.0'± MAP 170 - TEST PIT LOCATION PARCEL 62 o MAP 170 DEPTH OF PERC = INSTALL 20 - ARC 36 (#3613BD) BIODIFFUSERS R�F4zNF01 17,822 S.F.± co PARCEL 67 TEXTURAL CLASS: 1 EXISTING 1,000 GALLON SEPTIC TANK SYSTEM CAPACITY PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE (TOTAL L.F. OF BIOS)(4.8 SF/LF)(0.74 GPD/SQ.FT.)=GPD 0" 57.20' (100.0')(4.8 SF/LF)(0.74 GAUSQ.FT.)= 355.2 GAL. LEACHING/DAY Fill Q PROPOSED DISTRIBUTION BOX 10" Loamy Sand 5s.37' s75°S "E TOTALS: 12" q�zp A 10Yr 3/1 Q PROPOSED ARC 36 (#3613BD)BIODIFFUSER 179 7 56.20' 8 TOTAL NUMBER OF BIODIFFUSERS: 20 MAP 170 TOTAL NUMBER OF COUPLINGS: 0 B Sandy 10Yr 5/6m TOTAL LEACHING AREA: 480.0 PARCEL 61 TOTAL LEACHING CAPACITY: 355.2 36" 54.20' REV DATE BY APP'D. DESCRIPTION PROPOSED SEPTIC SYSTEM UPGRADE NOTE: PREPARED FOR: EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE Medium -Coarse Sand CAPEWIDE ENTERPRISES DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER C "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ADVANCED 2.5Y s/6 DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST MODIFIED (5%gravel) FEBRUARY 18, 2010). TRANSMITTAL NUMBER=W000052. (loose) LOCATED AT NOTES: 272 SKUNKNET ROAD CENTERVILLE, MA 02632 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF ------ EACH SEPTIC SYSTEM COMPONENT. 120" 47.20' SCALE: 1 INCH = 20 FT. DATE: JUNE 28, 2010 ��►►I►lw 0 10 20 40 80 FEET No Mottling, Standing or Weeping Observed r,,,gss 2. CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE -- - -- --- ----- ------- 9` -- - -- --- - - JOHN L. a PREPARED BY: PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST PIT RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. CHURCHiLL JR. r DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF Na CIVIL 2854 CRANBERRY HIGHWAY HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. T EAST WAREHAM, MA 02538 3.) PROPERTY IS LOCATED WITHIN THE ESTUARINE ZONE WATERSHED. SITE PLANS 508.273.0377 SCALE: 1" =20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1841 -11C) 7.L•' Cot •coo (ob r 5!0 .- 4- SC,-vo _71 F,J 5Z 5S,'75 5s.so 55•z3 1i t 0 - � 44 42 - NO TE : ExTEND -- i�LL APPL/CABLE - - �j Q N VE /2 T. SGALE ; / "_ /O' MAA11401 E COV' A2S TO 1.U/THIAJ ' -o—o-o-o- Ho,e/z. ScALE: / io 4 ' Proposed around Prof'!Je /2." OF F/A/'SHED t�'.2�9.D�t FL oW -- - (,min. >er-�'-{� FLOW Z.. layer Cf I SCHED. 4C /c?V40. Oie CmInlmum Ye. fiver -Fbo- ') 3Xs-?eas->one EQUAL TO SE;/',c � :?-TANK �_.—� 1 —/�c.!-�1 _ ` JY^ / /•. - .. _ r IF _ D/ST BoX ,mow. }L_. __. �..Sump 314 washed sfone _ /Ooo GAG.: SEF�7"/C TANK _ J r , l,D.0 r lAi L, f L. Pots do! 7 -13 L S ^ LEACH P/T � I LO'�. . 2(o SCALE:� •/'-Q" - - - ¢ ON: 7-E 5 7- O L EO L O G TEST ay: �t t�El_t_i~2, Ir.�G• , 8 E-,/2OOM HOUSE • � � ° �' - .� Gr_:=;2G. �2f-ATE- ' '�-- of M/N.//ti/CH • ' _ _ � fy). . , _ OW Fc'AT,C— Gf/LS.IDFgY o, . w o C, (9 - Y-3 x 13 v 0 i U5c lr?c7po GAL. Til?AJ,Ae Del LE,09CH1 NG fl�2EA • Sutisdl�- %- ��� a SIDE WALL.: 1`.70. x 2,5 37�.o G.P.D. o o BOTToM 1 t 3 I x i •O t l3• ToTFIL 4-cj0, ( G.P.D. ' /.7, O22 a z✓SE :(I� 4' �C,- L �4t�-1 �'tT � 1� 3' or sTcE { P � ME�IU►-1 LOT 28 i cAND i l �7•o 144" CE)27-/FY THAT THE. BU/LD/AJG 0 tAAMQ.. ErJG��JT P � 1PA20PO.5E D ON T/••c E Gj20UND 95 SHOWA-/ O/U_ TH/S PLAN DOES co,wFcV211,? To- THE BU/LD/lJG SET= — S/ TE PLtAq /�J eAG/-e RE 0U1.2EMEAJT5 OF THE 7_ 70711/V OF - L��5T1�t�t FOR : L-oT Z7 AA— OFA. ! t C FOR P L PREPARED--FOR:IA •+ G:`�qr /� 2,F ca q a vi . [ ,1Mc �. n �4 2 f lctvl� SCALE: AS_AJ'OTED DATE. ,S A►�.1 « , I c18r7 i V FEtl�O F�lSTE 4 2F V, A N. 28,NJIL PLA /V CsCALE: /" • ao V I E I� s��z�� 1�1L�i��x' �i � / ' DATE o. 0 0 a x, s-f-/ n y e/eva.f-ion BL DG. SETBAGIG _ REG?U/REMEAJTS "PRO. r _ o.00 _ pr-c�Posed c/evation . . ,�'r-ont • , Z.o _�'�-• _. ,.•_ : _� LQG`l � I�JELLF_�2, inc. - -- -- - — ex/Sting Con-fovrs sr.de Io _ BOA�2D OF HEALTH 7/4 1"!A/N STREET �a —�-- 4— ,propo ed con-founs reGLr I c� • , MASS• YARMOUTH PoRr,, MASS . s PhS�FESSlONfiG..EN6lNEERS LAAJj> Sill:'. �Y0,2.5 Fir- I( l