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HomeMy WebLinkAbout0115 SCHOOL STREET UNIT #A - Health A5 (A+B) SCH 'OL STREET Gotuit ' { A = 020 - 040 _ II i I' TOWN OF BARNSTABLE LOCATION 11 SA+d Sclwol S I'ree�% SEWAGE# ,loto 7 VILLAGE (J%Qv 1 ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. ant c4ti►� Gc�v�S. Sba-77S'3�i 93 SEPTIC TANK CAPACITY 1. T.v c0*4 r v%, 6,.1 LEACHING FACILITY:(type) (size). 16.49 NO.OF BEDROOMS (o OWNER Jade X, PERMIT DATE: S-`).D —?alo COMPLIANCE DATE: �p ' Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet . Private Water Supply Welland 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 of E CA IISA , .S= qlr l9 A-to- E-I=Ti-" p- = IS' TOWN OF BARNSTABLE LOCATION IOt �f0 SE AAA VILLAGE Go i/y"�1 t ASSESSOR'S MAP & LO D 41 ZO INSTALLER'S NAME&PHONE NO1 - Uh/zh awn SEPTIC TANK CAPACITY Uh ki'14Q/1✓ LEACHING FACILITY: ( pe) P00L (size) 6X& NO.OF BEDROOMS BUILDERbk OWNER`w• ( ��+n/ j �• �� �I�LI/w PERMITDATE: COMPLIANCE DATE: r Separation Distance Between the:, Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water'SupplyWell 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 oJ lemming facility) Feet. Furnished by V. r(L�J�/� G�SS Tool t ` w Q ir ►5 � 25 t� } ' e n No. a.ad 7 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es 01pplitation for Zisposal *pBtrm Construction 13ermit Application for a Permit to Construct( ) Repair(� Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. I 1,6-A f$ GJ-,o0I S}, Owner's Name,Address,and Tel.No. (o t 7 rJ Cf - I) Gortil r —VAC-1c '1P1RlrNG1t Assessor's Map/Parcel o 11 s A 1-p s4-po) 'S}- Inst�iler's Name,Address,a2d Tel.No. $O�-77+' 35�13 Designer's Name,Address,and Tel.No. Sog-362- 0 R 2�,L ct4Y7.1 r0tl (Qs-�S SYCI�G�f I ar' D C"rvr� � (2.0 ,. ►ova . 5 'larma„h, 00 11;50x °iS! L, S.,4,JXL 40 oaS37 Type of Building: 1p r, 1 a-fsl cc-nhh -L Dwelling No.of Bedrooms I Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Co 610 gpd Design flow provided -9 . gpd Plan Date mr1,A IV' 0/oG Number of sheets Q, Revision Date Title ✓`Q.O�"IC l.iS�'�,�, ,nr�r cam, c:�� �I S dltl3 Size of Septic Tank p2`j �� 6 ,n'1Q. Type of S.A.S. +L e ,;,,, �,� Q \4L gtjz�],� -5 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 Health. Signed Date S Ab A20)0 Application Approved by Date o u Application Disapproved by Date for the following reasons Permit No. 2-y (0 ? Date Issued o40 / ' p�� �y N No`� a l a l e y Fee y THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 2ppYication for disposal 6pstem Construction 3dermit Application for a Permit to Construct( ) Repair(-�j Upgrade( ) Abandon( ) NtComplete System ❑Individual Components Location Address or Lot No. e +oo) S Owner's NagYy ddress and Tel.No. (p►+/ G �sh/G F•t Assessor's Map/Parcel 0jL O V I ► S A r D S)- Ins Eller' Nafn@ Add E S ap Te1.No O 8 '� 5 D igner's Name Address,and Tel.No. Sod 36Z- 91 a1 ,.,21 C 1p, `5..94FkC. , �7v- Garr .o )2:;,, }oC-) , `��.,,,,. t✓ 6' o x %3 i L" Shr,9v,cL 4,,) O aS 3-) Type of Building: 2 Dwelling No.of Bedrooms Lot Size JO 0 sq.ft. Garbage Grinder( - ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) CO gpd Design flow provided L 7 ' gpd Plan Date )P i /� Number of sheets 12 Revision Date Title 7� �}-,tn �� s��.,�n Pie a,r c,\\- 11 S W►f3 s_-k_, ) Size of Septic Tank Type of S.A.S. P'���,;��, 1',Q) Q 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 ealth. Signed Date S ,40 laJ/_ Application Approved byVal Date ;20 / u Application Disapproved by Date for the following reasons Permit No. 2 y O tl V 7 Date Issued .L Qh U THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( ) i Abandoned( )by at S a� �� ' Cop(,.,1' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.'�at o - /y 7 datted S Z d 4o Installer 15e c gc y1r-)y���} Designer IDt16 rc,,\ #bedrooms Approved design flow �b p gpd The issuance of this permit shall notbe co strued as a guarantee that the system will fun ion as de(ig`n£/df , Date Q Inspector - - --------------------------- ------------------ -------------------- ----------- -------------------------------------------- No. � 0 to _/ 7 Fee v a " THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE, MASSACHUSETTS Disposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constru tion m st be completed within three years of the date of this permit - Date ;0 Approved by ! ' Town of Barnstable •°pTME'�'�t•� Regulatory Services _ Thomas F. Geller, DirectorHAWrADEZ + MAMPublic Health Division pT� `' Thomas McKean, Director 1 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Sewage Permit# Assessor's Map\Parcel � C> Designer. I4✓wy (✓' Installer: Cone, Address: go 0/ Address: iS &,,ter rd On s'7D-'40I O 7-Com arvc i&,., was issued'a permit to install a (date) (installer) aticstem at A SC � � t ice- based on a design drawn by /(address) dated Lo (designer) t 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. I certify that the septic system referenced above was installed-with major changes (i.e. greater than 10' lateral relocation of the SAS or amv 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. y oZ OA M. (Installer's Signature) " No: 1140 (Designer's Signature) r (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE , OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q: Health/Septic/Designer Certification Form 3-26-04'doc 4 APPLICANT: ADDRESS: IDS SC,�t aC: ST. ow1T h a.. DESIGN FLOW: gpd REVIEWED BY: DATE: .. N/A f OK N . _ 4 Legal boundaries denoted [310 CMR 15.220(4)(a)] Street,Lot, tax parcel number and lot number noted on plan [310 , CMR 15.220(4)(u)] Y,• Locus Provided [310 CMR 15.2204 t Plan proper scale?(1"=40' for plot plans, 1"_20'or fewer for com onents) [310 CMR 15.220(4)] X Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a)for u ades]- i not, a variance is re uired [310.CMR 15.412(4. ] X - Location of impervious surfaces (driveways,parking areas etc.) [310 CMR I5.220(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)] daily flow X se tic tank capacity (required and provided) x soil absorption system (required andprovided) X whether system designed for garbaLe grinder North arrow [310 CMR 15.220(4)( )] Existing and ro osed contours [310 CMR 15.220(4)( )] Location and log of deep observation holes (existing grade el. on each test) [310'CMR 15.220(4) h)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (i)] Location and date of percolation tests (performed at proper elevation?) [310 CMR 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator[310 CMR 15.220(4)0)] Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] X Location of every water supply,public and private, [310 CMR 15.220(4)(k)] X Address com� I r yyb4 Sheet 1 of 7 t within 400 feet of the proposed system location in the case of surface water supplies and grayel packed public water supplyx within 250 feet of the Iroposed system location in the case 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 X located within 50 ft. [310 CMR 15.220(4)(1)] Water lines and dth*&k-subsurface utilities located [310 CMR X 15.220(4)(m) (if water line cross see 310 CMR 15.211 1) 1 ) Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220(4)(o)] X Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.22 0(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)] 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 1.5.103(3)] X Benchmark within 50-75'of system [310 CMR 15.220(4)( )] Materials specifications noted? [various sections of 310 CMR 15.000] ol X System components not> 36" deep(unless Local Upgrade Approval or LUA requested){310 CMR 15.405(1(b) X Address ta �� �"V 1 I V Sheet 2 of 7 Size OK? [310 CMR 15.223(1)] " Inlet tee located ten inches below flow line 310 CMR 15.227(6)] Outlet tee 14" or 14" +5"per foot for increase ft depth [310 CMR v 115.227(6)] Outlet tee with gas baffle or approved filter[310 CMR 15.227(4)] Note regarding installation on.stable compacted base [310 CMR 15.228(1)] x Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227(2) Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers _ on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(0] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (b 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems l 000gpd, two fors stems>1000 gpd 310 CMR 15.228(2)] - �C All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft from building foundation [310 CMR 15.211(1)) Buoyancy calculation Required/Done [310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] X Setbacks from resources [310 CMR 15.211 x Required when other than single-family dwelling or flow>1000 d [310 CMR 15.223(1)(b)) First compartment 200%daily flow; Second compartment 100% daily flow 310 CMR 15.224(2) and 3)] x "U"pipe through or over baffle, outlet of each compartment with as baffle or approved filter[310 CMR 15.224(4)] x Address &f w �;-r CGT UI r KM Sheet 3 of 7 Located at leastten feet from any water line? [310 CMR 15.222(2)] Disposal piping at-least 18"below water line (when water and sewer cross, see 310 CMR 15.211(1)[1]) Cleanouts required/provided ? [310 CMR 15.222(8)] Thrust blocks specified in force mains?310 CMR I5.221(6)(c)] 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)] Siphonproblem/ leachfield below pump chamber) Endca s or vent manifolds ecified? 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)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) Stable compacted base [310 CMR 15.221(2)and 310 CMR 15.232(2)(a)] k 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)] Riser if dee er than 9 [310 CMR 15.232(3)(t)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] Capacity (emergency storage above working=design flow)? [310 CMR 231(2)] X Proper setbacks [310 CMR 15.211 (same as septic tanks)] Watertight 20-in minium access manhole at least 20"MUST BE TO GRADE [310 CMR 15.231(5)] Service components accessible (not too deep,with piping, disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [31 Q;CMR 15.231(6) and (8)] Stable Corn acted Base [310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address ��J {-tO(�(; 'r CO TV/7— NL4 Sheet 4 of 7 Calculations correct? X 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation togroundwater? 310 CMR 15.212)] Aggregate specified as double washed [310 CMR 15.247(2)] - System Venting required/provided? (system under driveway or >36"deep) [310 CMR 15.241J Inspection ports specified and within 3"final grade? [310 CMR 15.240(13)] . Breakout requirements met?(No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document] Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be tograde) 310 CMR 15.253(2)] Aggregate 1'minimum-4'maximum. 310 CMR 15.253 1)(b)], 2' sidewall credit maximum [310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 s .ft. [310 CMR 15.253(6)] Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length [310 CMR 15.251 1) a Minimum separation 2x effective depth or width whichever eater(3x if reserve between trenches) [310 CMR 251 1)(d)] Situated along contours [310 CMR 15.251(2)] Breakout OK? [310 CMR 15.211(1)[4] and Guidance Document]' - minimum 2 distribution lines [310 CMR 15.252(2)(a)] Maximum separation between lines 6' 310 CM R15.252(2)(d)] Maximum separation between lines and.outside of bed 4' [310 . CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10' minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only [310 CMR 15.252(2)(i)] Address OTVIT Sheet 5 of 7 r Pressure Dosed System ? Provided pump and piping calculations as reuired,[310 CMR 15:220 4)(r)] x Pressure dosing required on all systems>2000gpd or alternative systems und�.iemedial approval [310 CMR 15.254(2) and I/A Remedial Use A rovals] X If used in gravelless system -make sure jet is directed as not to scour soil interface [Guidance Document] Inspections once per year(systems<2000 gpd) or quarterly (>2000 dgood to note on plan [310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the s ecilication of 310 CMR 15:255(3)? �. [Impervious barrier and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by desi ner [310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional En ineer [310 CMR 15.255(2)(a)] ,( Side slope not exceed 3:1 ? 310 CMR 15.255(2)] Breakout requirements met? [310 CMR 15.252(2)and Guidance Document] �( At least 5 ft. from impervious barrier to edge of SAS (10 ft. recommended) (310 CMR 15.255 (2)(01 x Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge k to scour soil interface Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? An alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has a licant submitted a co y of a_ maintenance IS Are the variances listed on the plan ? [310 CMR 15.220 (4)(.)] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] X New construction or increased flow proposed - [Refer to 310 CMR 15.414] Address . L S . C071�1T / ` Sheet 6 of 7 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 v existing systems] 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(l)] 'r Pumping to septic tank? [310 CMR 15.229 Shared System [310 CMR 15.290 Address I �G�-obL �T �?vlT / ' " Sheet 7 of 7 I No. 15 Oa5� a� 1 t Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES-MASSACHUSETTS ZIpprication for Miopaar bpgtem Construction permit Application for a Permit to Construct( . j Repair( j Upgrade( )Abandon( ) ❑Complete System O Individual Components Location Address or Lot No. Owner's Name,Address and Tel.No. Assessor's Map/Parcel O �-•� �A4 Al. � // - Installer's Name,Address,and Tel N Des ner's Name,Address an Tel.No. 7 vohJ ! 1,al okl�j 0A UGc�l Type of Building: i Dwelling No.of Bedrooms _ Lot Size sq.ft. Garbage Grinder( ) Other R Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date. Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with,the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of Health. Sign 19,7 Date . Application Approved by Date Application Disapproved for the following re s 4 . 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( )Upgraded( ` ) Abandoned( )by at has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated Installer Designer The issuance of this permit shall not be construed as a guarantee that the system will function as designed. Date inspector Fee �� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH.DIVISION - BARNSTABLES MASSACHUSE.TTS Migpooal bpgtem Congtructio,n permit Permission is hereby gra t d o ct )R it p lade ' )Aba - � System located at J 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. Date: Approved by �. - (/x//,..s ./��..r{rr., a• /•I• .-...t �, _..�. � y� ' .. � y } $- j . , 1,,�,� ��.,,YH. /�f.!�/ '�..�..- No. �����✓JJ f+. +t R F Fee THE COMM NVI�EALFIi;OF kASSbCHMir-1 b y t _ Entered in computer: - 'PUBLIC HALTH"DIVISION_TOWN OF BARNSTABLE} MASSACHUSETTS Yes E ricatior� for: ogaY��p�ten� (Conotruct on ermit Application for a Permit to Constr�i ct( )Repair ( j U grade„ Abandon � 'Complete System El Individual Components PP P P ( ( ) Y Po ' Location Address or Lot No. // p ! �j® %, Own is Name,Address and Tel.No. Assessor's MapMarcel v4.°h V' (- v� � Hilly G Ap Installer's Name,Address,and Tel.No. Desig er'p Name,Address and Tel No. Type of Building: ,� i FYI Dwelling No.of Bedrooms _ Lot Size ., sq.ft. Garbage Grinder( ) r Other Type of Building r' No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow -'gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. t Description of Soil l Nature of Repairs or Alterations(Answer when applicable) Date last iuspected'v Agreemept p The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system r. in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi-,- -. cate of Compliance has been issued by this Board of Health. fisr SignedI.n Date - ,,,.'Application Approved by _ / ti' U Date i ��Application Disapproved for the following reas s ` l Permit No. Date Issued �. THE COMMONWEALTH OF MASSACHUSETTS_.•-'° ` yT BARNSTABLE, MASSACHUSETTS_._-f ((Cert,•■$`%f ib\te of C—am h"a- CLP_ -- THIS IS TO CERTIFYhat the On-site Sewage Disposal System Constructed.( - ) Repaired ( )Upgraded,( ) Abandoned( )by '. at -�' has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction'Permit No. dated Installer Designer The issuance of this permi,shall not be construed as a guarantee that the sys i tem will function as designed. Date Inspector Ne Fee C/ THE COMMONWEALTH-OF MASSACHUSETTS PUBLIC HEALH DIVISION - BARNSTABLE, MASSACHUSETTS ;0i5po!5a16p5tem Con5truction Permit _ Permission is hereby gra ec�t C-on�truct( )Repa�iY( ��Upgrade( )�Abanda )- System located at . —._1�. , �' � _ s - -------------- 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 thiee years of the date of this permit.. Date:__ Approved by N LEGEND PROPOSED CONTOUR y' i ® PROPOSED SPOT GRADE 36'Q2 2�$ LEWIS R —— 98 —— EXISTING CONTOU -, Z + 96.52 EXISTING SPOT GRADE 39 W— EXISTING WATER SERVICE h TEST PIT BENCH MARK �� X SCHOOL STREET SITE TOP OF CONC BOUND o ELEVATION = 47. 34 ABLE GIS DATUM �� SYSTEM T/ES /BARNS/I., ROP. ,50OG Existing Cess ools LOCUS MAP N.T.S. EPTIC TANK (Note 10) 4 46 46� ` LOCUS INFORMATION out / / \� I TITLE REF: BK 17648 PG 294 (PROP IS IN ZONE 11) clean 5 ft. soil removal. / v C I7 PLAN BK 491 PG 084 (see note 17) clean out \\ I PARCEL ID: MAP 020 LOT 040 i I 'o r / /10 ft ID EXISTING 10 ft a a' 2 BEDROOM EXISTING I O SEPTIC SYSTEM DWELLING 4 BR DWELLING z _ REPAIR PLAN WATER LINE _ OF 'FNDN C LOCATED AT: ® j' -0 C.O. TOP I 46.9 5' TOP OF FNDN EL, = J 115 A & B SCHOOL STREET IJ EL = 47.08 GAS LINE COTU I T, MA 10 ft -i---- _�-- Insp Ports / 20 ------------------- �_ .�� T -�I N E -0 WA TER --- STONE DRIVEAty carE r n SCALE: 1"=20' ---------------- `-/ / MAY 18, 2010 i N ss ___------ --------=---- --- PARCEL_ +4 0 I / Vent AREA = 0.3 oc +— M / /; . i rn OF 46 46 q�s9� GENERAL NOTES: I DA'PE ys 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL r l� No. 1140 BOARD OF HEALTH AND THE DESIGN ENGINEER. 8. ALL AREAS DISTURBED DURING CONSTRUCTION. SHALL BE RESTORED ' �fC� EEO 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE g. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY NITAR LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ;�0 — 310 CMR 15.405 (1) (8): CONSTRUCTION. — 1) A 1.01 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING TO BE 10. ALL EXISTING CESSPOOLS TO BE PUMPED, CRUSHED AND REMOVED PER TITLE V. 4.01 FT BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) 2) A 2.2 FT. VARIANCE FROM 310 CMR 15.211 TO ALLOW LEACHING TO BE 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 17.8 FT FROM DWELLING VS REQ'D 20 FT. (liner provided) 12. THIS"PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY D A R R E N M. M E YE R, R.S. AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY 3 TOE SEWAGE INSPECTION DISPOSAL A D APPROVA BY THE OOARD OF HEALTH A D THE SYSTEM SHALL NOT CPRIOR 13. NO PRIVATE WELLS WITHIN 100 Fr. OF PROPOSED LEACHING P.O. B 0 X 981 DESIGN ENGINEER. 14. ALL PIPING TO BE 4 SCH 40 ® 1/8"/Fr (UNLESS SPEC. OTHERWISE) 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW FOR THE USE OF A GARBAGE GRINDER FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN EAST SANDWICH, M A. 02537 16. INSTALLER TO FIELD VERIFY H2O CERTIFICATION PRIOR TO INSTALLATION. ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM: 17. REMOVE ALL UNSUITABLE SOILS 5 FEET`AROUND LEACHING TO EL. 40.60 OR TOP OF C1 LAYER (508)362-2922 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF AND REPLACE WITH CLEAN MEDIUM SAND PER 310 CMR 15.255(3). THE CONTRACTOR R OWNER TO NOTIFY THE LOCAL BOARD OF 11 18. PLACE 40 rr1f POLY BARRIER AROUND LEACHING AS SHOWN FROM EL. 42.0 TO EL. 38.0 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. TO PREVENT INFILTRATION, PER 310 CMR '15.255(2)(b)• SHEET 1 OF 2 NOTE: TO PREVENT BREAKOUT, THE PROPOSED NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:41.99 e FOR A DISTANCE OF 15' AROUND THE T.O.F. ® PERIMETER OF THE S.A.S. ET.O F6 9 SEPTIC TANK PROPOSEDrD-80X PROPOSED S.A.S. I EL.=47.08 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER OF Mq OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3" OF F.G. �� SS9`y F.G. EL.=46.0f F.G. EL: 46.0f F.G. EL: 46.0(MAX.) VENT DAR"� NAM G M No. 1140 _ 9" MIN COVER/ _ L 112 t 1 L 15' MAX TWO INSPECTION PORTS MIN." L 0 ( ) INSTALL (MIN.) 0 S=1T (MIN.) 36 MAX COVER 0 S=1% (MIN.) 0 S=1x (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC - '4ITAR\�� 10" 14' s• 11.3" TO BAFFLE INVERT INV.= 42.25 48'LIQUID GAS BAFFLE INV.=42'0 EXIST. SEWER OUTLET 115000 LEVEL 000C PROPOSED INV.=41.70 6 ROWS OF 5 UNITS AT 6.25' UNIT + 0.75' WEDGE = 32.0' ,ROW EL. 44.5 ' CAPACITY � CAPACITY D-BOX / / - EL. 43.50 rNv.=41.so DB-s -20� INV.= 41.so SOIL ABSORPTION SYSTEM (PROFILE) PROP, 2,500 TWO COMPARTMENT SEPTIC TANK RESTORE VEGETATIVE COVER TO TOP OIFMCHAMBERSPERC SAND 75" NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING :•,. ,:.;. PIPE INVERTS PRIOR TO CONSTRUCTION "'.t'''. :';:: . .••. �:: :.•;`:,.'..:;•' .;':'' 2) TANK AND D-BOX SHALL BE SET LEVEL AND TRUE TO BREAKOUT=TOP ELEV.=41.99 .. GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.= 41.60 INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.= 40.66 EXISTING SUITABLE 310 CMR 15.221(2) 2.83' MATERIAL 3) INSTALL INLET & OUTLET TEES AS REQUIRED 5' MIN. ABOVE BOTTOM OF I �• _ T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH 6 x 2.83 16.98 �� 76 (5.06' PROVIDED) USE 6 ROWS Or 5-ADS 160OBD BOTTOM OF TH EL.=35.6 1310DIFFUSER UNITS(H20)-NO STONE PROFILE W/ CONTOURED ,WEDGE _ SEPTIC SYSTEM PROFILE ' s TYPICAL SECTION 16" N.T.S. 1 1.2 DESIGN CRITERIA SOIL LOG �- I�--- NUMBER OF BEDROOMS: 6 BR DATE: MAY 13, 2004 EXIST. (TWO FAMILY) 34"--� _ SOIL TEXTURAL CLASS: CLASS I DESIGN PERCOLATION RATE: <2 MIN/IN SOIL EVALUATOR: SCOTT MOLES SECTION END CAP WITNESS: DONNA MIORANDI, BARNS. BOH DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 660 G.P.D. Elev. TP-1 . Depth 16"" HIGH CAPACITY (H-20) 160OBD BIODIFFUSER UNIT GARBAGE GRINDER: NO (NOT. DESIGNED FOR GARBAGE GRINDER) 45.6 0" Al LOAM 10YR 4/4 PROPOSED SEPTIC TANK: 45.18 81 LOAMY SAND 5 MODEL 16 HICAP (2-FAMILY): USE TWO COMPARTMENT 2,50OG TANK (150OG/1000G) FOR 660GPO 44 27 10YR 5/4 t6" LENGTH 76" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT (1st comp) 660 gpd x 200% = 1,320 gpd (use 1,500 pd) SEASHELL EFFECTIVE LENGTH 75 TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY 2n - 43.10 FILL DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. d cam 660 x 100% - 660 d use 1 000 d 30" ( p ) gpd ( gp A2 LOAMY SAND SIDE WALL HEIGHT 11.2 LEACHING AREA REQUIRED: (660)/0.74 = 891.89 S.F. 10YR 4/4 OVERALL HEIGHT 16" DISTRIBUTION BOX: 9 OUTLETS (MINIMUM) 42.93 B2 LOAMY SAND 32" OVERALL WIDTH 34" 4640 TRUEMAN BLVD 1GYR 7/6 HILLIARD, OHIO 43026 PRIMARY S.A.S. !f. 13.6 CFsme USE 6 ROWS OF 5 - 16" ADS BIODIFFUSER 16008D H-20 UNITS-NO STONE 40.60 C1 SAND St) CAPACITY (101.7 GAL) ADVANCED DRAINAGE sysrms, INC. AND EXTENDED 0.75' W/ CONTOURED WEDGES (H-20J 3810 2.5Y7/4 90" PROPOSED SEPTIC SYSTEM SITE PLAN BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) SAND C2 (BIODIFFUSERS) 30 UNITS x 6.25 LF x 4.70 SF/LF = 881.25 SF 2.5Y7/4 115 A & B SCHOOL STREET, COTUIT, MA (CONTOURED WEDGE) 6 ROWS x 0.75' x 4.70 SF/LF = 21.15 SF 35.6 120" TOTAL.AREA = 902.4 SF PERC RATE <2 MIN/IN. ("C" HORIZON) JACK FRENCH DESIGN FLOW PROVIDED: 0.74GPD/SF(902.4SF) = 667.7 GPD > 660 GPD req'd NO GROUNDWATER OBSERVED Engineering by: Surveying by: SCALE DRAWN DARRENM.MEYER,R.S. Boo-Tech Environments! NTS D.M.M. • 1, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEPpursuant to 310 CMR 15.017 PO BOX961 to conduct soil evaluations and that the above analysis has been performed by me consistent with the 508 364-0894 DATE: CHECKED SHEET N0. requirements of 310 CMR 15.017. 1 further certify that-I have passed the Soil Evol. Exam in October, 1999. EASTSANDWICH,MA 02537 ( ) 506-362-2922 05/18/10, D.M.M. 2 of 2 ZONE: RF MAP 20- PARCEL: 40 FLOOD ZONE.- NON—HAZARD C Panel No 250001 0021 D (712192) PLAN REFERENCE. BOOK 491 PAGE 84 BENCHMARK DATUM: ASSUMED BA RNS TA BL E, MA SS SCHOOL (40' WIDE PUBLIC) S TREE T EDGE OF PA VEMENT S80*58'50"E a �y 70.00' C.B. fnd. s I 24.66' EXIST. 2 Z h SEP11G 17.32') I I A� 0.5 Z / I �� i 095. Ind I w ' •` m DCK1 I j a 3 � O PARCEL 72 � �rn PARCEL 41 ,� W Q SEPTIC 3 I Q PARCEL 19 - TANK RCEL 4 .O 9' O 13,040 sq.ft. ACW OK II late � y 18.41' EXISTING DWELLING N 2 \ (2 80ROOM) a 01 IGUY POLE \ ~FL. EL. 36.81' BH � I .?C#2' 5) I 3 14.68 b ,W-«uT Ex/sr N i »�+1 TE & SEPTIC UPGRADE PLAN 11C LEACHING AREA `� C.B. fnd.. �• BED w/ STRIP 047` ti FOR ,, I �NOFµ�s 14 s , ,► ass.., JACK NCH S.B. rnd. -, 1 . GARY `�r ;; FRENCH C.B. fnd. 15.1 ' S. � � HN v\ (vENrEQ. \ _ `" I J s �` Y 113 & 115 SCHOOL STREET 030 „PLAN REVISIONS"' C B. fn - � 9�� Pao CO TUI T LL p T p A ,� SS NO. DATE DESCRIPTION BY �6 IF BA l� NS / A O L_E, lVl f 1 PTIC DESIGN SAM 5ss�?,�� o s.s� 0 0 �''' .r 1 6118104 SE 2 7108105 REVISED SEPTIC DESIGN SAM \ Scale 1 "=20' Date: 4102104 PARCEL 73 C.B. fn Karw ck & 14ssociates Inc. 63 County Road Box 801 GRAPHIC; SCALE DRANK Br.• GSL DATE.• 4102104 North Falmouth Jfass 02556 DRW NAME- ,,FRENCH ... � (508) 563 - 7777 CHECKED BY PROD NAME FRENCH 771 Ill ��"P oisc. FRENCH, ✓OHN _wEEr i OF 2 i inch o n. DWG: JFRENCH REV: 7108105 - FIRST FLOOR ELEVS. (DWELLING #115: 37.17, DWELLING #113: 36.81) PROVIDE PRECAST 5" DIA. OUTLET(S) GENERAL0 o -TOP OF FOUNDATION ELEVS. (#115: 36.0. If 113: 35.9) NOTES CONCRETE RISER WITH REMOVEABLE COVER F= Q SECURED CONCRETE FINISH GRADE OVER DIST-BOX EL. 34.5 zFINISHz GRADE AT FOUNDATION ELEVS. ( 115: 34.6, 113: 34.9) COVER 6" TO GRADE (RISER 6" TO GRADE REQUIRED) 1) THIS SEWAGE DISPOSAL SYSTEM SHALL BE CONSTRUCTED IN CONFORMANCE WITH THE F =o p FINISH GRADE OVER TANK EL. 34.8 33.7 MIN.- 35.94 MAX. REGULATIONS OF TITLE 5 OF THE STATE ENVIRONMENTAL CODE AND THE REGULATIONS t,. \ OF THE LOCAL BOARD OF HEALTH. U o 3-24" DIAM. ACCESS PORTS 9»MIN. _ 2) THE LOCAL BOARD OF HEALTH AND THIS FIRM ARE TO BE NOTIFIED: m J + _ (A) PRIOR TO BEGINNING CONSTRUCTION IN THE EXCAVATION FOR THE PURPOSE OF m m _ ________ ________ __ SOIL EXAMINATION TO INSURE CONTINUITY OF PERMEABLE MATERIAL. (B) PRIOR TO BACKFILLING THE COMPLETED SYSTEM FOR THE PURPOSE OF 6" - _ PROVIDE WATERTIGHT PERFORMING AN AS-BUILT INSPECTION. (C) PRIOR TO CONSTRUCTING THE SYSTEM IN A MANNER OTHER THAN SHOWN FLOW LINE V - -JOINTS (TYP.) ON THIS DESIGN. #115: 33.5) 13„ „ = 4" PVC z z EXIST. #113: 32.5) - 3 14 SEPTIC TANK 4" PVC OUT TO 3) CONTRACTOR TO VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION THROUGH �31.23 DIG SAFE AND OTHER APPROPRIATE AGENCIES. REPORT ANY DISCREPANCIES TO THE 3 3 (NEW #113: 31.8) FROM SEPTIC TANK LEACHING FACILITY DESIGN ENGINEER. 3 3 29.95 = 2» 6" - 4) ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-20 LOADING. AREAS LOCATED 0 0 (TANK IN) 31.48 48" OPTIONAL ___ 29.78 UNDER PAVEMENT, DRIVES OR TRAVELLED WAY SHALL ALSO WITHSTAND H-20 LOADING. (#115: 54.5') 1,500 GALLON CONCRETE SEPTIC TANK ZABEL OUTLET -------- NO PERMANENT STORAGE OF HEAVY EQUIPMENT OVER THE LEACHING AREA. (#113: 16.0') OR EQUIVALENT (TANK TO MEET SPECI- GAS FILTER 5) WHERE REQUIRED CONTRACTOR WILL REMOVE ALL LOAM, SUBSOIL AND OTHER FICATIONS OF 310 CMR 15.226) BAFFLE "iNIGGIN" DR-5 DISTRIBUTION BOX oFSrHE�LEAcLE MATERIAL H�iNGRF clLmr. THEIN THE CONTREA ACTOR TH pSHALL REPLACE ALL UD FOR 5 FEET ON NSUITABLE IDES TO BE MADE WATER TIGHT BY 5 OUTLET DISTRIBUTION BOX MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE (#115: 29 7') MANUFACTURER OR APPROVED EQUAL MATERIAL. REPLACEMENT MATERIAL TO HAVE AN INPLACE PERC RATE OF TWO MINUTES (#113: 16.0') --------------------------------- TO BE SET ON 6" OF CRUSHED STONE OR LESS. (10' MIN.) PLACED T A COMPACTED LEVEL BASE 6) 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS TO BE USED IN DISPOSAL SYSTEM TO BE SET ON 6» OF CRUSHED STONE UNLESS OTHERWISE NOTED. PLACED ON A COMPACTED LEVEL BASE FIRST 2' OF-OUTLET PIPES TO BE 7) THIS SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE DISPOSAL #113: PLUMBING MOVED TO LAID LEVEL AS PER TITLE V. EXIT FRONT OF DWELLING 8) THE EXISTING SEPTIC SYSTEMS ARE TO BE ABANDONED. THE SYSTEMS WILL BE PUMPED, (NEW INVERT #113: 31.8) SEPTIC TANK PROFILE DISTRIBUTION BOX DETAIL CAPPED, AND FILLED WITH CLEAN SAND PURSUANT TO LOCAL BOARD OF HEALTH REQUIREMENTS. THE EXISTING #113 SEPTIC SYSTEM WILL BE REQUIRED TO BE REMOVED. N.T.S. N.T.S. PROVIDE 3 PRECAST CONCRETE RISERS WITH NOTES: TEST P IT DATA SECURED CONCRETE COVERS 6" TO GRADE 1. THE SYSTEM MAY BE SUBJECT TO HEAVY LOADS. INSPECTOR: DONNA MIORANDI, HEALTH INSPECTOR FINISH GRADE OVER LEACHING AREA EL. 34.4 (30.5 MIN.) ALL COMPONENTS SHALL HANDLE H-20 LOADING. 2. SEPTIC TANK & FLOW CHAMBERS TO BE STANDARD DATE: MAY 13, 2004 (LEACHING AREA TO BE VENTED WITH RODENT SCREEN) ` PRECAST REINFORCED CONCRETE UNITS. 3. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN PERFORMED BY: ACCORDANCE TO REVISED TITLE V OF THE STATE SCOTT MOLES, WARWICK & ASSOCIATES ENVIRONMENTAL CODE, MINIMUM REQUIREMENTS TEST PIT 1 MIN. 2" OF 1�8 - 1 2 WASHED PEASTONE �-2' 4' 4' FOR THE SUBSURFACE DISPOSAL OF SANITARY SEWAGE. EL. TOP = 34.6 FREE OF FINES AND IRONS INVERT IN 4. ANY CHANGES TO THIS PLAN MUST BE APPROVED 29.7 FROM D-BOX BY THE BOARD OF HEALTH EL. WATER = EST. ELEV. 22 (> 10 ) ... ................................................................................ SEE SHEET 1 5. AT THE COMPLETION OF CONSTRUCTION, PRIOR 70 PERC RATE _ < 2 MPI BACKFILLING, THE BOARD OF HEALTH SHALL BE FOR LAYOUT O NOTIFIED FOR INSPECTION. 6. PITCH ALL SEWER LINES 1 4" PER FOOT. 0" 29.0 p p p p 29.0 UNLESS INDICATED OTHERWISE. Al - LOAM (FILL) p C� 7. NO PERMANENT PARKING OR STORAGE OF HEAVY EQUIPMENT 10YR 4/4 INVERTfD-BOX p O O p O C� © OVER LEACHING AREA. 5" B1 - LOAMY SAND (FILL) FROM " " 8. INSTALLER SHALL CONTACT' THE ENGINEER TO CONFIRM THATSEE S " " 28.04 1.04' (12-48 3/4 1-1/2 THE LEACHING AREAS ARE EXCAVATED OF ALL UNSUITABLE 10YR 5/4 FOR LAYOUT 3 4 - 1-1/2" DOUBLE WASHED STONE �_ DOUBLE WASHED STONE MATERIAL TO A DEPTH OF 5' OR DEEPER IF NECESSARY, 16 27.0 ELEVATION 29.0t. SEASHELL (FILL) o 9. INSTALLER SHALL CONTACT THE ENGINEER TO CONFIRM THAT 30" NO_COLOR W 27.0 4 WIDE ALL UNSUITABLE SOIL REMOVED WITHIN THE LEACHING AREAS A2 - LOAMY SAND 23.3' 5' MIN. 44.5' IS BACKFILLED WITH CLEAN TITLE V SAND. " 10YR 4/4 "�-20 FIELD WIDTH 10. INSTALLER SHALL CONTACT THE ENGINEER TO CONFIRM THE 32 MIN. OFFSET FROM Q FIELD LENGTH SOIL MATERIAL AND A GROUNDWATER CHECK FOR THE B2 - LOAMY SAND FOUNDATIONS (SEE SHEET FOR LAYOUT) (SEE SHEET FOR LAYOUT). GROUND WATER PROPOSED LEACHING AREA. 60„ 10YR 7/6 & 10' FROM WATER LINE EL. 22 (EST. > 10-) 11. INSTALLER SHALL INSTALL VENT WITH RODENT SCREEN. (GROUNDWATER CHECK REQUIRED) 12, TWO (2) CLEAN-OUTS TO BE INSTALLED. Cl - SAND (SEE NOTES) FLOWDIFFUSOR PROFILEEND- 90„ 2.5Y 7/4 VIEW C2 _SAND N.T.S. N.T.S. SHEET 2 OF 2 120" 2.5Y 7/4 DESIGN DATA LEACHING .AREA J115 &_1113 SEWAGE DISPOSAL SYSTEM DESIGN 44.5' CAPACITY REQUIRED o" `.+E JACK FRENCH 19.9 113 & 115 SCHOOL STREET EXISTING RESIDENTIAL - (2 DWELLINGS) TOTAL 6 BEDROOMS (110 GPD/BEDROOM) = 660 GPD N N �` JQHr� BARNSTABLE, MASS TOTAL = 660 GPD MINIMUM OD CAPACITY PROVIDED o o LOCATED AT: 1 13 & 1 15 SCHOOL STREET BOTTOM AREA 731.6 S F. R`- SYSTEM SIZE: 8 (4' x 8' FLOW CHAMBERS) SEE LAYOUT s.s' ���i. ,p PER�ME77,4 132.2 FEET COTUIT, MASSACHUSETTS BOTTOM AREA: 731.6 SF SIDE AREA: (132.2')x(2')= 264.4 SF REVISIONS DATE SCALE DRAWN CHECKED JOB NO. DWG. NO. TOTAL AREA: 731.6'+264.4' = 996 SF NO. DATE DESCRIPTION BY 7 08 05 N.T.S. SAM JFRENCH 113 & 115 S2 TOTAL DAILY FLOW: 996 SF x .74 GAL/SF = 737.04 GAL/DAY 1 7108105 SEPTIC PROFILE SAIu # arw2ck Associates Inc. SEPTIC TANK TOTALS 63 County Road Box 801 660 GALS X 20OX = 1,320 GALS. DESIGN CAPACITY TOTAL LEACHING AREA: 996 SF. North Falmouth,, Afass Oe556 USE 1,500 GALLON SEPTIC TANK TOTAL LEACHING CAPACITY: 737.04 GAL./DAY (508� 563 - 7777