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HomeMy WebLinkAbout0100 MARSTONS LANE - Health • M No. .. 02 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Zipprication for Migo!gal �bpgtem Con5trtuction Permit Application for a Permit to Construct( ) Repair W Upgrade( ) Abandon( ) ❑ Complete System Individual Components wrs ��s 5 - 3��.-3a3z Location Address or Lot No. `b O � Owner's Name,Address,and Tel.N os�� a� S L CJsy2,,-� SO�� J Assessor's Map/Parcel 5e O 1 oZ �Qd nAf'S t`(�1 arr►,ss�- ' Installer's Name,Ad ress,and Tel No. j 0 T-q 7;1-9 7 Designer's Name,Address and Tel.No. tno tl U �q Type of Building: Dwelling No.of Bedrooms Lot Size o 57 act sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided 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) L—t Y,-Q_ Date last inspected: Agreement: ' The undersigned agrees to ensuie 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 BoardoQ,Jealth. Sig d Date 7�- Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. �j ^C'� Date Issued 7 t a. No. - — o ln / Fee t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pprtcatton for 3 gpoal *p!tem Congtructton Permit Application for a Permit to Construct O Repair(�� Upgrade O Abandon O ❑Complete System Individual Components Location Address or Lot No. 1.0 O J" �.C S�v�S �,-.� Owner's Name,Address,and Tel.No. a <��177/ 7 Gt Tc)lira w (�0� S�� Assessor'sMap/Parcel 3s0 U 1 o�,,yL t04p ( \.AY S rcr✓ls (d�v¢ Ar�,��p.� J� Installer's Name,Address,and Tel.No. 50 g `177�O VQQ_7 7 Designer's Name,Address and Tel.No. V Type of Building: -7 Dwelling No.of Bedrooms Lot Size . 5 / AcN(�S sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title .r. Size of Septic Tank Type of S.A.S. Description of Soil t i Nature of Repairs or Alterations(Answer when applicable) L%ram. 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 BoardokHealth. Sign d «. V Date -- Application Approved by.A. .. _ _ r w Date Application Disapproved by: Date for the following reasons Permit No. Date Issued 3/,_2 12 THE COMMONWEALTH OF MASSACHUSETTS l--t BARNSTABLE, MASSACHUSETTS C- Certificate of-Compliauce THIS IS TO CERTIFY,that the On-site Sewage Disposal,System Constructed ( ) Repaired (� Upgraded ( ) Abandoned( )by c P`e- �J 156+ C- ` ' at 0 -�S-7 has been constructed in accordance J with the provisions of Title 5 and the for Disposal System Construction;P,.ermit No. � �� 14 d 7 dated Installer �ot,p�_ ,re- �h-fi��,o Q$ Designer #bedrooms Approved design,flow gpd The issuance of this permit shall not be construed as a guarantee that the system-will£uncjt`i�on as designed. Date 3 J �//� — Inspector, 1 \l ---- -_----.------=--------.--------------------- No fD �-•'" � ` _ - _. _ -- -Fee--�----------------- THE COMMONWEALTH OF MASSACHUSETTS rR PUBLIC HEALTH DIVISION — BARNSTABLE, MASSACHUSETTS �Digogal 6pgtem Congtructton Permit Permission is hereby granted to Construct ( ) Repair (V )' Upgrade ( ) Abando ( ) System located at b 3 S �^- ( C�{�m Q �/� T c 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 m st be completed within three years of the date of-this mi` Date Approved by,lIzz-1 p C TOWN OF BARNSTABLE I,`I)CATION 100 V\ar 5 �OA S LaA Q SEWAGE# Q 0 I 0 " 0 a l VILLAGE (?c,, ASSESSOR'S IMAP&PARCEL ,3 SO /Z INSTALLER'S NAME&PHONE NO. ` ang w Qv &HA aAd aL 5 `/Z J -10 d8 SEPTIC TANK CAPACITY \Cbc3 \A n c S LEACHING FACILITY:(type) /{fC 3(o 16 size) 1 -4.Q -,K PO eO NO.OF BEDROOMS ..3 OWNER W 41A S wax V�.r PERMIT DATE': 2? 2-0(o COMPLIANCE DATE: A. Z 0 I 0 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility aw O to /I 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 U—L I A J3 141 av v A3 laq•I, ' �33 173 r Ay /15 ss,s gf 9008 ,4V go q qu ,o i� S y �I — f No. 06 /0' e Z 7 r Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Lam/ PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Tigpo5a[ *p5tem CCon5tructiou UrMit Application for a Permit to Construct( ) Repair(-A. Upgrade( ) Abandon( ) ❑ Complete System ❑Individual Components Location Address or Lot No. MO 41P9/Iroa.) G4nc G.rw+r,e�.�J Owner's Name,Address,and Tel.No. Sol.,.. 5eo1 w,,, lao A+sTc"y Assessof's Map/Parcel _?�,s011 Z Installer's Name,Address,and Tel.No. C4peiv k EbkpiisCJ Designer's Name,Address and Tel.No. Po Sax 743 Z�S�� ✓�„ ,y U�!<,wy Ce'k-4 t S-68-a-73 - 03-77 Type of Building: Dwelling No.of Bedrooms 3 Lot Size Zy r01 Z0+ sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 O gpd Design flow provided 3 3 Z gpd Plan Date 1—Z,,3— Zo to Number of sheets Revision Date Title 100 pvl qrd I-o 23 � � Size of Septic Tank 1000 iA t, �l�s yL Type of S.A.S. S iZ ,n ,45 43, Description of Soil Y�dJ�v► Nature of Repairs or Alterations(Answer when applicable) (00o M,J"\ >y4y.4­ Rb C21) �da�Jtd?.��� A2G �Sm1�Ccl�o�� —ZA Date last inspected: Za QQ� 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 Health. Signed �, Date 1 Z .1 --Zta `lz' Application Approved by Date Application Disapproved by: Date for the following reasons Permit No. Z.40/B ' �, Date Issued Fee No. Q ✓Q' `� •rt . ,�� . __ f .l �QQ U _ THE COMMONWEALTH'OF MASSACHUS TTS Entered in computer. PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes Rp'licatiou for Mi5po5a[ *p.5tem Con5truction Permit Application for a Permit to Construct( ) Repair(A Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. ID D 61,91X 1 o q,) Gnnc C_-ft w,4j,J Owner's Name,Address,and Tel.No. To`-, 5t n e.cA,,, Assessor's Map/Parcel �j 5"n//Z �/�.(�D/l�� ;�v�h r C..�n rr/�y .c l r► Installer's Name;Address,and Tel.No. N�'"' �i�'s e J Designer's Name,Address and Tel.No. TL 6>,j/ ' C-�.�l��ilt s of—a�3 — �3�� :WQ�La y fit Type of Building: Dwelling No.of Bedrooms 31, t Size -4,4/ri zo+ sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures _ m Design Flow(min,required) 3 3 gpd Design flow provided 3 3 Z' gpd Plan Date I-2Q- 7c) to Number of sheets Revision Date Title 0 n� Size of Septic Tank 1000 sm- 4 t( s Type of S.A.S. 5, S rs Description of Soil Nature of Repairs or Alterations(Answer when applicable) 10cu w !`e_4 b- 3 'fe (Zi) A(ZC 3(m0c Date last inspected: 2.o 05 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 Health. Signed ` lj�,( Date J Application Approved by Date w Application Disapproved by: Date for the following reasons ' Permit No. Z 40 /Q ' 0 2 4 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired (�) Upgraded ( ) Abandoned( )by (,/ 4", J t� ►�` Q�s�e� <'L` at I QD WAfS�cm,i bo- C C��, vt has been constructed in accordance with the pr/o�visions of Title 5 and the for Disposal System Construction Permit No. �� © � Q Z - 28Zo dated / /o Installer CaRe..�J4 bu,�eu <<-C. Designer L4n.4i41l49'4 G #bedrooms Approved design flow 3JD gpd 9 The issuance of this pelrm� shall not be construed as a guarantee that the system will function a. designed Date ! ell @ Inspector „ Ks p�.'�i�i�er:..e�.i.•,ii,�:r��r��fir�tii'Fi.yi, s.Y�-rii:;r,�s:.�.��.,:.i.,:u ,� t#?�'°k@.�c»Ql PA 4.;�3!bm4=kaa ,•.�rr.�"��t�ees�a.. Cn....!F��_i�� No. 20% 42 ~` Fee_ THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Migonf *pgtem Congtructiou Permit Permission is hereby granted to Construct ( ) { Repair (� ) Upgrade ( ) Abandon ( ) System located at 100 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. ;s Date � �/ a �D Approved by ,t TRANS. NO.: CITY/TOWN: Cumma uid APPLICANT: Capewide Enterprises ADDRESS: 100 Marstons Lane, Cummaquid MA DESIGN FLOW: 330 gpd REVIEWED BY: DATE: GENERAL: N/A OK NO 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)(0] X daily flow X . septic tank capacity (required and provided) 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 proposed 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)(1)] 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 100 Marstons Lane, Cummaquid MA Sheet 1 of 7 v 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 CMR 15.220(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 100 Marstons Lane Cummq a uid MA Sheet 2 of 7 N/A OK NO SEPTIC TANK ' 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 15.22.8(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)(0] 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 Multi Compairtment Tanks f x �� Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] _ X First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and (3)1 X "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] X Address 100 Marstons Lane, Cummaquid,MA Sheet 3 of 7 N/A OK NO BUILDING SEWER AN.D OTHERPI'ING 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 Siphon problem/ (leachfield below pump chamber) X Endcaps or vent manifold specified? 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 DIST%RIBVTIONBOX 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 RUMP;CH-A1VIB4ERS :, . ., .. ',x 'Al 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_100 Marstons Lane, Cummaquid, MA Sheet 4 of 7 N/A OK' NO SOIL ABS.ORPTIfO=N SYSTEMS (SAS) �ENERAI, 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 Yfinal 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 'GALLERIES'PITS CHAIVIBEFR�S 310�CMR 15;2S3 .f ..,S,f - > mar 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)] X In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] X TNCHES<310 C1VIR�15251 ��" `` RE � 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 (3 x 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 BED"SAS (1VIaxurium size Ho1,f b�,fieldS,000gpd}" G W 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)(f)] X Bottom area used in calculations only [310 CMR 15.252(2)(i)] X Address 100 Marstons Lane, Cummaquid,MA Sheet 5 of 7 N/A OK NO DID THE PLAN INVOLVE 3 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'System[I%A Approva ettersJ z a ,,,,, ...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 Alternative Septic System.[I/A Approval Letters] ,.. . 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 applicant submitted a copy of a maintenance X Var-iances, AA 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 15.414] X Address 100 Marstons Lane, Cummaquid MA Sheet 6 of 7 t N/A OK NO Nitrogen.,.Sensitive Areas ,., ., ...... «,... ,,,.,,, . ..z,.,.a �.�. .�,,,,,,'.. ,.:.'mil. ,,.w,h.• ': ........., '.. „re�..:>„ �'x�,;... �. •.: • 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 Miscellaneous` " Pumping to septic tank ? [ 310 CMR 15.229] X Shared System [310 CMR 15.290] X Address 100 Marstons Lane, Cummaquid MA Sheet 7 of 7 Town of Barnstable Regulatory Services Q, 'Thomas F. Geiler,Director RA1tNa1 ARi•R., • Public Health Division MAW• 'rhomas McKean, Director 200 Main Street, Hyannis, MA 02601 office.; 5041 862..4644 Fax; late: 2,.-C-7- 10 _ _ Sewage Permit# 201 a, Q2-7 Assessor's Map/Parcel _ Installelr& Designer Certification norm : S C.. Er1�°�("1ee cic)c I"v�C Ca7twj�6e G'�1FCr c'i�r:5 Designer: ....-._._...---._...---._.1..__..._._..=-_._....---�---..__...._......_. .. Installer. __�...�.{_......--�---.._...__..._....�'.,............... _ Address: 1. ': It ` C.(hr,V;2_c r t� �t,w��� Address: o � 7�3 ......�.._,._ . _._..g._..__... ......_._._..._.._. 3 � _ E'ra,1 kl c•r e.4\c vv1 1"�� U Z'� i< (✓_�� �`\ ......._._. on 20too was issued a permit to irtstal( ti septic sy5telrt at .._..._,-00 IAa-rV-3V M� A�, Q based on a design drawn by -.._....._.............._......__.,,..,.._..._....._...._._............... —..._ .._....._ ... (address) C LW 1 ° c'l 1!1 c Yl Tll,+;. , T,nC; dated Tanu (y 2C`o12_Q10 / (designer) --•----••-•---...--- ..,,.. �_✓ 1 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 dic distribution box and/or septic tank. Stripotit (if required) was inspected and the .sods were: 1bund satisfactory. _ I certify that the septic system referenced above was installed with (Major changes (i,c:. greater than 10' lateral relocation of the SAS or any vertical relocation of any cornporlent ofthe septic systern) but in accordance with State & Local Regulations, flan revision or ccrtil'ied as-built by designer to follow. Slripout (if required) ; '1 5.ected and the si'�II; were found satisfactory. -VIA OF JOIN (lnyt Icr s Si��nat rl ) 1Vl` 4180 esi�pier s Signatur, (Affix f5e, gn llere) ' ASE R.E'rURN '10' ARNS'1'ABL , .I DIVAS IQ HEAL' i I) VISIU:N._.C:Iiali�'I"I..FIC':A"1;;,� OF COMPLIANCE WILL N(2'r BE ISSUED UNTIE; BOTH THIS FORM AN AS- BUILT CART) ARE RECEIVED BY THE: BARNST_ALII,G PUBLIC HEALTH DIVISION. "1� CI\OI�IGI:Igfll'f5('IQ".IL�,ICir,CI'II�'IGi1ll<tI'I Ihrni�1uc 10 'd 2-9£0 2LZ 809 ONIN33NIDN30r Wd 60: ZO 0T0Z—Z1—a3d w. Town of Barnstable P# 02 Department of Regulatory Services $ ; Public .Health Division Date tale �a� 200 Main Street,Hyannis MA 02601 Date Scheduled Time' Fee Pd. A) • � � Soil Suitability - Asse ss e nt for Sewage , isposal Performed By: s ltG�lloLl .R metiW 6 I : CSC ' Witnessed By; dtvt �/• FLocationAddress GENERAL FORMATION Address 1�p 6ti114 i5 4 / - Owner's Name �C�ly1 $�►ew q yt. C/Ir'15 �l /ZM Address l O o M4-rs S Assessor's Map/Parcel: ? Engineer's Name ev NEW CONSTRUCTION REPAIR Telephone# j 0$- e(l 5 -4{U-LQ; Land Use ,'5(4 1�. -cyAl y feStde.�N4 Slopes(%) - ' Surface Stones Distances from: Open Water Body Possible Wet Area ft Drinking Water Wcll^ « ft Drainage Way ft Property Line > /b ----b ft Other ft Sl�`ElTCH:(Street name,dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity ty to holes) see aec� e�a'1 Parent material(geologic) CUku_n in , Depth to Bedrock 7 50 �gs Depth to Groundwater. Standing Water in Hole: 7 1SO 163S � Weeping from Pit PAce 7 I fff (,00S Estimated Seasonal High Groundwater 7 1 50 lad DETERMIlVATION FOR SEASONAL HIGH WATER TABLE Method Used: —E)Ln } 6bse.tvc jut i Depth Observed standing in obs.hole: >150. Depth to weeping from side of obs.hole, 55 r '7 0 in, Depth t0 soll mottles: >!56 In, _ tn. Index Well# - Reading Date: aroundwnterAdJustment — Index Well level - ft. AdJ,factor AdJ;f3roundwater Level -,� PERCOLATION TEST bate >-1 9 It T>ne /c.s6Ay Observation Hole# Time at 9" it 13/A n Depth of Peru 32 -70 t Time at 6" II:S3 Rn Start Pre-soak Time @ /0;5 6/1 H Time(9"-6") 2Z mios End Pre-soak II:/3pAN ` Rate Min./Inch 8 Site Suitability Assessment: Site Passed ✓' N Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division'' Observation Hole Data To Be C' pleted 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 EPTiC�PER CFO RM.D OC DEEP-OBSERVATION HOLE LOG Hole# I Depth from Soil Horizon Soil Texture Soil Color Soil. Surface(in.) (USDA) (Munsell) MottlingOther (Structure,Stones;Boulders. on istenc °k ravel D^(o 6�Z� 2S s2-i2o . C Z c/6 _ 5� src�zl Fey" -ob ta -�q�tde�s 120 C'-3 DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color' Soil Surface(in.) (USDA) Other (Munsell) Mottling (Structure,Stones,Boulders. Consistent %Gravel)__ 26-�2 c 1 GL 2,.57' 5Z-j2-0 C-2 L S ��bl es t�d�ider S. /20'/50 c '3 11S 2. Y"A' DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Surface(in.) Other _ (USDA) (Munsell) Mottling (Structure,Stones,Boulders. C=igtency,'Y Gravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consi ten I Flood Insurance Rate Map: Above S00 year flood boundary No_ Yes .t/_ 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? S If not,what is the depth of naturally occurring pervious material? Certification - I certify that on lb-27-9 9 (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 erience described in 310 CMR 15.017. Signature /w///�4Date 1-26-16 Q\4 EPTiC\PERCFORM.DOC LOCATION SEWAGE PERMIT 'NO. VILLAGE 16 1NSTA LLER'S NAME & ADDRESS lLrT�-ec-la,, uLvKe &' , ettT L PqF W 1557 L(l R rn® v1 4 M,4 BUILDER OR OWNER T® 4h shee � wH I®o Mt4RVTUNs L41VN5 �4Jfhmn JYlYa DATE PERMIT IS U E D /�/� V 2 DATE COMPLIANCE ISSUED NOV 2 ���� L/S � F N C� 4 e t+ G No.-- . -•-- Fx�.c THEE:COMMONWEALTH OF MASSACHUSETTS BOARD Of HEA TH _... - 4.----OF.......... . .. .. ._ ............ ----------- Apphrativaa -fur Riipoutt1 Works Tomitraurttuaa Muni t Application is hereby made for a Permit to Construct ( or, Repair ( ) an Individual Sewage Disposal System: ©� Location-Address or Lot No. �4 ..-••••----•••-•-------•-••--•••.... Owner Addres e-S ----•-... --------- ------•-•---•--•-•-•••--•--•-•-----•......•.---•- -----••-----•---•--••---••-•-•-Y...........•--•----•--••-----••._...-•--•.-----------•------. Installer Address Q Type of Building Size Lot____________________________Sq. feet U Dwelling—No. of Bedrooms-----�__________________________________Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( ) Otherfixtures -------------------------------•••---•---•••---•------......................... ---•-.------------------------ W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity-_---.-__-_gallons Length................ Width---V........... Diameter_-.--.-------- Depth-1_-_------- x Disposal Trench—No. .................... Width-------------------- Total Length.................... Total leaching area.............-------sq. ft. Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.---..-_-.---__-_sq. ft. Z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by--------------------------------------------------- Date........................................ Test Pit No. 1_/.�ao...minutes per inch Depth of Test Pit_!VJ_-----. Depth to ground waterl- --&A •_-t,,`41�Q (4 Test Pit No. 2----------------minutes per inch Depth of Test Pit.................... Depth to ground water.-._---..-_-__------.--. Ri •----_-----•-------- Description of Soil------------k?.Uv____._.__i................. x ------------------------------------------------------------------------------------------------------------------- V ----------------------------------------------------------------------------------------------------------------..................................................................................... --------------------------------------------------------------------------------------------------------------------------- -------------------------------------- ..................................... U Nature of Repairs or Alterations—Answer when applicable..............................................................................-.._-.--------.---. .................j;0_610 -------7 19�-O......rZ 6 Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI 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 board of health. ................................................... Dat� Application Approved By--------- --------- Date ... Application Disapproved for the following reasons:--•---•-----------------•----------------------•--------------------.-----------=--------.............................. -•....-------•--••---•••-•--------•-•--•..................•-----•---.._...•-••--•---•-•---•-••-•---•---•.••--.......•----•-----_._...---------•-------------.........----.....----------•---....._.•---- Date PermitNo......................................................... Issued........................................................ Date v No.'"� FEx.. THE COMMONWEALTH OF MASSACHUSETTS } EOARD O HEA TH OF........... .. ................... ............ :......... Appliratinn -fear Dispoiial Worbi Tottstrnrtion Permit Application is hereby`made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System-.at: ........---`�q.!-h...-------�-.....c--..!.....----•----------------------------- ------------------------------------------------------------•----------------------------------- Location_Address or Lot No. 100.................... S-t h �t �— C( .>n .�k�,cl -------------------------------------------------------------- Owner Address w 7-�dC s Lv�F 5 i /'rtiu ,a -•--•--•--•------------•••---••-•- '......-- --•-----•---•....---•-------••-••-•-•-•-•-----••. •-•---••••-----------------•••......•. ........•--••-••--•---•--•-•-•-•......•---•---•--•..... Installer Address Q Type of Building Size Lot............................Sq. feet U Dwelling—No. of Bedrooms------Z----------------------------------Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building No. of persons---------------------------- Showers — Cafeteria Other fixtures W Design Flow--------------------------------------------gallons per person per day. Total daily flow-----------------------------------------...gallons. W Septic Tank—Liquid capacity------------gallons Length---------------- Width...4.......... Diameter_--_4..._.... Depth._s........... x 21 Disposal Trench—No. .................... Width-------------------- Total Length-------------------- Total leaching area_--.-.-._---.--._.--sq. ft. Seepage Pit No--------------------- Diameter.................... Depth below inlet.................... Total leaching area------------------sq. ft. z Other Distribution box ( ) Dosing tank ( ) aPercolation Test Results Performed by.................................................�.. Date----.---------------------.------------. 1 Test Pit No. l_�_qa 0__minutes per inch Depth of "Pest Pit.- _!_+------- Depth to ground water.14_.26lJ.---w11 (� Test Pit No. 2----------------minutes per inch Depth of Test Pit-------------------- Depth to ground water........................ P4 --------------------- -- - - - O Description of Soil------------��.U U �-I..�---- - -..............................................................---------------------------------•---------------------- x .......... --------------------------------------------------------------------------- V -------------------- -------------------------------------- ----••••------•-----•----•--------------•--------•--•------•••------••-•----••---••••-•--------•••...--------------•----------------------- W U Nature of Repairs Lyr Alterations—Answer when applicable.-.-------------------------------------------------------------------------..-.__-.._..___-.... ------------------- , 0 "ee_ d --------------•----------------------------------•------••----------- ---------------------­--- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article YI 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 board of health. igned- ••o g % � At.- Z � � . --.... ...•---- 7 Date� Application Approved BY---- ---- •--• '.. ..J-7 Date �-------- Application Disapproved for the following reasons___________________________�!_____�_.�_.._.___.__ w ------------------••----------------.------------------- ----------•-••------------•----•-----------------------•.--•--------------------------••------------•---------------------•--•-------------------------------••----•-•••----------------•---.----- Date PermitNo.......................•---•--••--•--------•--•--------- Issued........................................................ Date THE COMMONWEALTH OF MASSACHUSETTS BOARD F H.EALTH 1............-.O F.. ........ 1111 Q'Prrtifiratr of f.11,11mplianrr /� T S S �IF.Y,. at the Individual Sewage Disposal System constructed (v ) or Repaired ( ) by..... - --- .... .. ----- ----------------------------------- -------------------------------------- /��°'L.11er has been installed in accordance with the provisions of Ar�e�' f The State Sanitary Code as described in the application for Disposal Works Construction Permit No_._ - -- --c.----e________ dated._-_ G THE. ISSUANCE OF THIS CERTIFICATE SHAL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE [, -------------- G ------•---•••-- Inspector...-- 5- - ----------- ....................... THE COMMONWEALTH OF MASSACHUS BOARD HEALTH .........T— q ......................! rJ'U s. � No......................... FEE...---•................. i_sp� a rk-q trnrtig Permit Permission is hereby granted.. .... ( �' 0 -- to Construc ) o Repair (� an Ind' idual Sewage D* al Syste at N �V( (/ -- Street as shown on the application for Disposal Works Construction Pg. ,' o____________ _____..._..__ ............. _ mot-. / - L -- --------- DATE. �!-. --- Board of Health FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS PROVIDE PRECAST CONCRETE T.O.F. EL.= 65.4�± EXTENSION RISER WITH CONCRETE INISH GRADE OVER D-BOX= 61 .2'± 4"SCHEDULE 40 PVC MIN. SLOPE 1 % PROPOSED PVC VENT FINISHED GRADE OVER BIODIFFUSERS= 61.0' - 61 .2' GENERAL NOTE S COVER TO WITHIN 6"OF F.G. OVER SLOPE @ 2% MIN. INLET AND OUTLET COVERS. REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH 1. UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION FINISH GRADE RISER TO WITHIN 6"OF FINISHED GRADE ACCESS BOX PER WITHIN METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL , FINISHED GRADE OVER TANK EL. = 63,2'±- 5"DIA. OUTLET(S) 3"OF F.G. (ONE PER ROW) CODE AND ANY APPLICABLE LOCAL RULES. _ _ _ _ _ __ _ 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 1 DESIGN ENGINEER. -EXISTING 4" PROPOSED 4" 9"MIN. 9"MIN. 3. 4 SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL n _. _ 36"MAX. 60"MAX. TOP OF SAS/B.O. = 56.20' " SEWER PIPE - PVC SEWER PIPE (SEE NOTE 21.) SYSTEM UNLESS OTHERWISE NOTED. 6�3" 3"DROP MAX PROVIDE WATERTIGHT 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2"DROP MIN 3 9 _ 7\_ L=35'± JOINTS(TYP.) ELEVATION =56.20' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 10" 4 PVC IN FROM 1.33' Q 16" 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF 14" SEPTIC TANK • 4"PVC OUT TO 0.90' (TYP.) 10.75"(TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. LEACHING FACILITY + 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. N N CONTRACTOR CONTRACTOR SHALL 12 6 , 55.77' 54.87' /laid flat 2.875'(34.5")--I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF OUTLET TEE 59.00 MIN. 5$,$3 \ � (TYP.) (STONELESS SYSTEM) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES 22"ZABEL FILTER 6"CRUSHED STONE Np) FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS MODEL#A1801-4x22 OVER MECHANICALLY ( 5'MIN. 14.375' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY (GAS BAFFLE ON BOT.) COMPACTED BASE VARIES (SEE PLAN) AND DESIGN ENGINEER. 5 OUTLET DISTRIBUTION BOX 8. ELEVATIONS BASED ON APPROXIMATE MEAN SEA LEVEL(M.S.L.)DATUM OF TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV= < 48.50' 62.00' ESTABLISHED ON A NAIL SET IN TREE 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. 21 - BIODIFFUSERS PROFILE BIODIFFUSERS END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT CROSS SECTION VIEW 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES *CONTRACTOR TO VERIFY EXISTING ELEVATION PRIOR SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL 21 - ARC 36 H C (#3616 B D) H-20 BIODIFFUSERS TO THE DESIGN ENGINEER.TO ANY WORK & NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE I 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. 12819 APPROPRIATE AUTHORITY. HC-2 _ INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS DESCRIPTION HCA HC-2 EVALUATOR: Michael Pimentel, E.I.T. LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE 4 THEY SHALL WITHSTAND H-20 LOADING. BIODIFFUSER CORNER(1) 68.2' 77.4' #100 C.S.E. APPROVAL DATE: Oct. 27, 1999 EXISTING .+� '• •• • DATE: January 19, 2010 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. BIODIFFUSER CORNER(2) 70.3' 69.7' DWELLING TOF - 65.4'± ` Ij •. • `�# ° • Y, TEST PIT#: 1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE BIODIFFUSER CORNER(3) 89.8' 88.0' / ; �w, • MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. BH �l� I!" • ELEV TOP = 61.00' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, BIODIFFUSER CORNER(4) 93.2' 98.5' �p .� ® D ` is • • • <48.50' FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). ►I ELEV WATER= ; N ' �� • PERC RATE = 8 min./inch 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN Uj Q// + ° i SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. • DEPTH OF PERC= 52"-70" 16. PROPOSED PROJECT IS LOCATED WITHIN: rn • TEXTURAL CLASS: 1 ASSESSOR'S MAP 350 PARCEL 12 o O LOCUS • o w OWNER OF RECORD: JOHN D. & MARY F. SHEEHAN Z 2)a S • ADDRESS: 100 MARSTONS LANE N ,0 Fill 61.00 YARMOUTHPORT, MA 02675 e� g" 60.50' / 3) o B Loamy Sand 26" 10Yr 5/6 58.83' FEMA FLOOD ZONE C (1 tt • C-1 Sandy Loam COMMUNITY PANEL# 250001 0001 D • • f 2.5Y 6/4 17. DEED REFERENCE: DEED BOOK 1285, PAGE 1177 �-• � 52^ �- 56.67' (4 � 18 PLAN REFERENCE: PLAN BOOK 190, PAGE 29 MAP 350 �:.F - - Perc , - / 70" 55.17' 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. �\ \ PARCEL 26 Loamy Sand / \s C-2 / 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY (5%gavel; some FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY , ZONE 2 cobbles and boulders) FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. EXISTING 1,000 GALLON SEPTIC TANK TO BE tf i. _ _ X 21. IN ACCORDANCE WITH 310 CMR 15.401 -15.405, THE FOLLOWING LOCAL UPGRADE Q' T UTILIZED AS PART OF THIS DESIGN 120N 51.00 APPROVALS ARE REQUESTED FROM 310 CMR 15.221 (7): (1.) A 2.0'WAIVER(5.0-3.0') FOR THE MAXIMUM COVER OVER THE LEACHING FACILITY. O Q�� �63� �wR\ f,T� \ \ \ Ss APPROX. LOC. OF EXIST. LEACHING PIT LOCUS PLAN Medium Sand Az w \ 7% \TO BE PUMPED & FILLED WITH CLEAN C-3 2.5Y 6/6 �G> ` / o�ti / \ \F. \ i 2�Q����F COARSE SAND &ABANDONED SCALE: 1"= 1000' ° / I I 150" 48.50' PROPOSED DISTRIBUTION BOX No Mottling, Standing or Weeping Observed / I ' S\ DESIGN DATA TEST PIT DATA LEGEND I / #100 \�� co a'o ' \ c,1 PERC NO. 12819 / ( MAP 350 EXISTING t 1 �g " `� INSPECTOR: David W. Stanton, R.S. 50x0 EXISTING SPOT GRADE DWELLING /PARCEL 12 TOF = 65.4'± NUMBER OF BEDROOMS (DESIGN) 3 - - 1�✓ \ EVALUATOR: Michael Pimentel, E.I.T. - 50 - EXISTING CONTOUR \ ) 24,920 S.F.± \ \ DESIGN FLOW 110 GAUDAY/BEDROOM C.S.E.APPROVAL DATE: Oct. 27 1999 BI i . \ --cm- DESIGN CONTOUR TOTAL DESIGN FLOW 330 GAUDAY DATE: January 19, 2010 DESIGN FLOW X 200 % = 660 GAUDAY TEST PIT#: 2 E/T/L EXISTING UNDERGROUND UTILITIES USE EXISTING 1,000 GALLON SEPTIC TANK EJVC \q\, a \ \ - _ ,59-� ELEV TOP= 61.00 W W-- EXISTING WATER LINE / T \ ELEV WATER= <48.50' TEST PIT LOCATION - / SHRUB(TYP) / PERC RATE_ T R�F4/NF� / \ TREE(TYP) \ef`"�, 6p INSTALL 21 - ARC 36 #3616BD H-20 BIODIFFUSERS DEPTH OF PERC= EXISTING 1,000 GALLON SEPTIC TANK Ok / /6D \ , _ _ ^y 2 PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE .0 h� MAP 350 SYSTEM CAPACITY . PARCEL 41 61.00' � PROPOSED DISTRIBUTION BOX TP 1 a 1 \ (TOTAL L.F.OF BIODIFFUSERS&COUPLINGS)(4.8 SF/LF)(0.66 GPD/SQ.FT.)= GPD 0" 61.0' 2 24" / (105.0')(4.8 SF/LF)(0.66 GAUSQ.FT.)= 332.6 GAL. LEACHING/DAY Fill 6 . 0' 0 PROPOSED ARC 36HC(#3616BD)BIODIFFUSER(H-20) / SO' 00 B 6" Loamy Sand . 6 a si.o 000 00 10Yr 5/6 zo TOTALS: 26 58.83' MAP 350 ?o d �a sandy Loam 00" `�� f TOTAL NUMBER OF BIODIFFUSERS: 21 C-1 2.5Y 6/4 PROPOSED PVC VENT PIPE TOTAL NUMBER OF COUPLINGS: 0 52" 56.6T PARCEL 27 Benchmark TOTAL LEACHING AREA: 504.0 SQ.FT. REV. DATE BY APP'D. DESCRIPTION -60 Nail Set in Tree '`-, ' 1 � (LOCATION PER OWNER) TOTAL LEACHING CAPACITY: 332.6 GALJDAY Approx. M.S.L. . -60-- - PROPOSED SEPTIC SYSTEM UPGRADE \ ` � C-2 Loamy Sand 2.5Y 6/6 PREPARED FOR: PROP. TOTAL 21 ARC 36 HIS (#3616BD) ION EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE cobbles gravel; some CAPEWIDE ENTERPRISES BIODIFFUSERS IN FIELD CONFIGURATION - - cobbles and boulders) DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER PROPOSED INSPECTION PORT WITH ` aa' 59 MAP 350 "MODIFIED CERTIFICATION FOR GENERAL USE" ISSUED TO ACCESS BOX TO GRADE (TYP OF 5) -59 PARCEL 40 ADVANCED DRAINAGE SYSTEMS, INC. ON OCTOBER 3, 2003 (LAST 120" 51.00, LOCATED AT 5g MODIFIED JUNE 30, 2009). TRANSMITTAL NUMBER=W000052. 100 MARSTONS LANE NOTES: 2.5Y 6/6� C-3 Medium sand CUMMAQUID, MA SCALE: 1 INCH = 20 FT. DATE: JANUARY 20,2010 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE 150" 48.50' 0 10 20 40 80 FEET TOP EDGE OF EACH SEPTIC SYSTEM COMPONENT. No Mottling, Standing or Weeping Observed sµ� s JOHN L. PREPARED BY: 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE RESERVED FOR BOARD OF HEALTH USE CH JRPCHILL �w JC ENGINEERING, INC. LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE �'VI 4`6 7 2854 CRANBERRY HIGHWAY CONSISTENCY WITH TEST PIT DATA SHOWN ON THIS PLAN. EAST WAREHAM, MA 02538 REPORT TO ENGINEER AND LOCAL BOARD OF HEALTH IF SOILS SITE PLAN 508.273.0377 ARE NOT CONSISTENT WITH TEST PIT DATA. -- ---- SCALE: 1"=20' Drawn By: MCP Designed By:MCP Checked By:JLC JOB No.1748