Loading...
HomeMy WebLinkAbout0019 SOUTH EAST LANE - Health 19 Southeast Lane n Centerville ' A= 189-042 S M E A D No. 2-153LOR UPC 12534 smead.com • Made in USA �CYG.F J�. oc � oy� 2 Iz 'ems �ef" Sr-COt FIM USED N W PRODUCT UNE OF 1HE SR PROGRAMI�nlJ1REMENTS www i¢ Y No. 0 — v c,)--5 Fee �..v) Z�i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer. PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes ftPhLation for Mispo8af bpstem c0nstrutti0rt VErmit Application for a Permit to Construct( ) RepairjX) Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No.j9.SUv-iti2�J? n� Owner's Name,Address,and Tel.No. Assessor's Ma /Parcel e v, lk- Lc.?S' P /,P 9 VZ dS7��ur�Q/y!A Installer's Name,Address,and Te.No.' ..,r/08-&�-Zof o Designer's Name,Address,and Tel.No. ��S,c'iQ/� Sin i ti4�/SRr PVC- E��//' '60k 66S'.9�+DL_,rc.6, rt.a&2_>�3 CAS-7 S7 7 Type of Building: Dwelling No.of Bedrooms Lot Size .�J�f�„i�� sq.ft. Garbage Grinder( ) Other Type of Building _104 de, 1 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .730 gpd Design flow provided 34, 3 gpd Plan Date Number of sheets / Revision Date IV(I^f-C- Title Size of Septic Tank Type of S.A.S. CkAo , 6 Pv-f J�Z.. Description of Soil Nature of Repairs or Alterations(Answer when applicable) R-e /a-d e, ti4,/ec�/ C.esSp lS 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 of Health. Date `c Z o 5' Application Approved Date /O Application Disapproved by Date for the following reasons Permit No. E /-� � Date Issued d No. [J `�' -�� r Fee 0 . ,// 0 tHE'COMMONWEALTH OF MASSACHUS'I r Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0-plication for 33isposaf 6pstrut Construction 3permit Application for a Permit to Construct( ) Repair V) Upgrade( ) Abandon Complete System ❑Individual Components Location Address or Lot No./9 4A/n�'t R- /� Owne-r'''ss Name,Address,and Tel.No. Assessor's Map/Parcel /Op S vZ QS 7�vvr//e MA Installer's Name,Address,and Te.No. 5 US-5�F-2o/n Designer's Name,Address,and Tel.No. tx.S�'rf/� SLf r. l,Arr9 S/�1l ��� CAJV/' wok 665 SDt �c y M� s2>'(.3 TI pe of Building: Dwelling No.of Bedrooms Lot Size ,35stl_✓ems sq.ft. Garbage Grinder( ) Other Type of Building 5'4 y>r,� _No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) -?3o gpd Design flow provided 3l0 3 gpd, Plan Date - 2 S' - c} Number of sheets / Revision Date N©,J Ir- Title M Size of Septic Tank /57D Type of S.A.S.- eti411, /7"1 .SP Description of Soil Nature of Repairs or Alterations(Answer when applicable) R�p/A Q q.-, /P q/ C e 5 OUo�s / 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 oar of Health. Date 16 - 2 -o P Application Approve F Date 10751 Application Disapproved by Date for the following reasons Permit No. 4-> Date Issued THE COMMONWEALTH OF MASSACHUSETTS 1 BARNSTABLE,MASSACHUSETTS Certificate of Compliance � THIS IS TO CERTIFY,'that the On-site Sewage Disposal system Constructed( ) Repaired(;(/) Upgraded( ) Abandoned( )by rg,,, lei , 5-le e c-r Z.e at -eR y 7 l A,.e- t has been constructed in accordance / with the provisions of Title 5 and the for Disposal System Construction Permit No.c90"/ " ted Installer 20,5�aP Designer --� #bedrooms j Approved design flow •373 gpd I The issuance of this pe it shall not be construed as a guarantee that the system will fun"o a •designed. Date 1 U U Inspector t! ------------- ===---��----_- " No. " 3 *'1� Fee C7 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Voposal 6pstem Construction Vermit Permission is hereby granted to Construct( ) Repair,(J6 Upgrade( ) Abandon( ) System located at C'le.4 Ile 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 rn st be ompleted within three years of the date of this ermit. Date 6 / 5 �0' Approved b r. TOWN OF BARNSTABLE jL OCATION f c1 ,_'jq,,.,,}'h sag SEWAGE# 20oR -3 I57 VILLAGE L' ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. Am,5J ,2 kJ_ 0 SEPTIC TANK CAPACITY i%'o o Jti,,\ LEACHING FACILITY:(type) , ,,- 3 �� rf (size) X1.3(o X f 1.41 7 X . 1 .9 NO.OF BEDROOMS 3 OWNER a PERMIT DATE: a J J COMPLIANCE DATE: 1 ,t Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �J feet Private Water Supply Well and Leaching Facility(if any wells exist on site or within 200 feet of leaching facility) r, to/ feet Edge of Wetland and Leaching Facility(if any wetlands exist within 300 feet of 'ng fa i i MIAfeet FURNISHED BY i A,z I4 I r .� L3 4 s� o s z 0 CC? 5N� o" 53 -D Town of Barnstable h� s"E r Regulatory Services P Thomas F. Geiler, Director an it+TABLE. KAM a Public Health Division AFFoa Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office:.508-862-4644 Fax: 508-790-6304 Installer &Designer Certification Form Date: Designer: i \/1 Installer:( Address: . 045T `D l®W� t Address: OX �o(o C) Ad'A '-q C. Ail +c,,v'• c.4., rW q, On_ /® �� � ��jL� �(.. was issued a permit to install a (date) (imtaltPr) septic system at L based on a design drawn by (address) —D1V111 P dated —d (designer) J-.certify that the septic system referenced above was installed substantially according to design, which may include minor approved changes such as lateral relocation of the d!:stribution box and/or septic tank- I certifyr.that the septic system referenced above was installed with`'m*r.changes ' greater th n 10' lateral relocation of the SAS or any vertical relocation of any component of the sepfi6_4ystem)but in accordance with State&Local-Regulations. Plan revision or, certified as-];Yfby designer to follow. ZN'0�Mgs (Inst ei s Signature) i TS .. SgNiTARNI`� (1) er s Signature} (Affix`' i er's.Stainp Here) PLEASE RETURN TO BAMSTABLE"PUBLIC.HEALTH RIV;IS1ON. CERTIF'IC TE OF COMPLIANCE WRL�NOT�'SE`: SSUED:a UNTIL BOTH :T IIS FORM BUILT-CARD ARE RECEM- D lfty TRW.BA.1�,�ST_ABLE PUBLIC . ,'l D7(�TSIfJN. THANK YOU. Q: HealtiYSeptic/Designer Certification Fora, t APPLICANT: ADDRESS: �IZ " L DESIGN FLOW: y?f�o� gpd REVIEWED BY: DATE: _ N/A OK NO Legal boundaries denoted [310 CMR 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 1 / CMR 15.220(4)(u)] V Locus Provided 310 CMR 15.2204 t Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) 310 CMR 15.220(4) Easements shown [310 CMR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for ugrades]- if not, a variance is required 310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) / [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR 15.220(4)(c)] Location and dimensions of system components and reserve areas [310 CMR 15.220(4)(e)] S stem Calculations [310 CMR 15.220(4)(f)] daily flow IZI septic tank capacity (required andprovided) soil absorption system (required andprovided) whether system designed for garbage 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)(') Observed and Adjusted groundwater(method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Location of every water supply,public and private, [310 CMR 15.220(4)(k)] Address I I ✓l l�� Sheet l of 7 within 400 feet of the proposed system location in the case of surface water supplies and grgyel-packed public water suppiy within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins v7 located within 50 ft. 310 CMR 15.220(4)(1)] Water lines'and 6therf tibsufface"utilities located [310 CMR / 15.220 4 m if water line cross see 310 CMR 15.211 1 1 ) V Profile of system showing invert elevations of all system / components and the bottom of the SAS 310 CMRI5.220(4)(o)] �/ Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)) Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) (310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2)or as approved for an upgrade under LUA at 310 CMR 15.405(1)(k) Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103(4)] Test Holes adequate to confirm adequate groundwater separation? 310 CMR 15.103(3).] Benchmark within 50-75'of system 310 CMR 15.220(4)( ) Materials specifications noted? [various sections of 310 CMR 15.000 System components not> 36" deep(unless Local Upgrade jApprovalor LUA,requested) 310 CMR 15.405(1(b) Address I �1 �-. ,, � Sheet 2 of 7 P. 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 / 15.227(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)] 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 VZ CMR 15.232(3)(f)] 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 system 1000gpd, two fors stems>1000 gpd 310 CMR 15.228(2 All at-grade covers secured to unauthorized access? [310 CMR 15.228(2) > 10 ft from 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)] Setbacks from resources 310 CMR 15.211 f Y 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) "U"pipe through or over baffle, outlet of each compartment with as baffle or approved filter 310 CMR 15.224(4)] Address Sheet 3 of 7 Located at R least ten feet from any water line? [310 CM Roc' (2) Disposal piping at least 18" below water line (when water and / sewer cross, see 310 CMR 15.211(1)[1 ) V Cleanouts required/provided ? r310 CMR 15.222(L) Thrust blocks specified in force mains?310 CMR 15.221(6)(c Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15.222(6)] Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c) Siphonproblem/ leachfield below um chamber) Endca s or vent manifoldspecified? 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 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 deeper than 9" 310 CMR 15.232(3)(f)] Inside minimum dimension 12" r310 CMR 15.232(2)(b Minimum sum 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd 1310 CMR 15.232(3)(d) Capacity (emergency storage above working=design flow)?[310 CMR 231(2 Proper setbacks f310 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)] t/ 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. [310.CMR 15.23](6)and (8) Stable Com pacted Base 1­310 CMR 15.221(2)] Buoyancy calculations needed ?Provided? [310 CMR 15.221(8)] Address � �1 f Sheet 4 of 7 Calculations correct? 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 15.241] Inspection ports specified and within 3"final grade? [310 CMR 15.240(13) Breakout requirements met? (No violation of breakout elevation within 15 ft of 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 I'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)] e x 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)( )) Separation between beds 10' minimum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address �V� I Sheet 5 of 7 Dom. - Pressure Dosed System ? Provided pump and piping calculations as required 310 CMR 15:220(4)(r) Pressure dosing required on all systems>2000gpd or alternative systems underremedial approval [310 CMR 15.254(2) and I/A Remedial Use Approyalsj 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) orlquarterly (>2000 d) ood to note on lan 310 CMR 15.25 ) d Construction in fill - Did the plan specify that the fill shall meet the s ecilication of 310 CMR 15.255(3)? rIm ervious barrier and/or retainingwall ? 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 Engineer [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)(e)] Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface �t 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? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance RN Are the variances listed on the plan ? [310 CMR 15.220 (`1)( ) RLS Stamp necessary on plan if a component is within five feet of ro erty line (310 CMR 15.412(4)] New construction or increased flow proposed - [Refer to 310 CMR 15.414] Address -4 l I 5OUTO FA45F Sheet 6 of 7 Is the system in a Designated Nitrogen Sensitive Area(Zone 11 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] Is the system proposed on the same lot as served by private well ? [310 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(1)) Pumping to septic tank ? 310 CMR 15.229] Shared System 310 CMR 15.290 ` 1 Sheet 7 of 7 Address " ' _ TOWN OF BARNSTABLE 'LUCATION )9�r,G;7�Lc SEWAGE # VILLAGE %P,/di I ASSESSOR'S MAP & LOT INSTALLER'S NAME & PHONE NO. �// /4eg� �e,VA -f 4-✓� SEPTIC TANK CAPACITY .LEACHING FACILITY:(type) / T (size) 40606 NO. OF BEDROOMS PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER DATE PERMIT ISSUED: DATE COLIPLIANCE ISSUED: VARIANCE GRANTED: Yes No ,�, i i P 1 - Town of]Barnstable P# ofT►+E Department of Regulatory Services ]Public Health /mot MAK Division Date �1 ( (� ��t63y 16$ 200 Main Street,Hyannis MA 02601 f0 MA't� • Date Scheduled rP'S�o 5 ,�i� Time 1 rv1 D Fee Pd. O —' Foil Suitability Ass sment for Sewage isp o al Performed By: Witnessed By: pn, Location Address LOCATION& GENERAL INFORMATION 2 0.J ( l✓r+�2 �Pi/l2�v%��� Owner's Name /��Fn L p w� Address /'If e 2d Assessor's Map/Parcel: ( Z 0 Z G fS- 1(�% Engineer's Name (3 C NEW CONSTRUCTION REPAIR Telephone# p 3 3' a / 7 Y Land Use Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft _ Drainage Way ft Property Line ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test ho erc tests, —52-5710teands in proximity to holes) I � 1 1 Parent material(geologic) ©V l - " / Depth to Bedrock 4� Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face Estimated Seasonal High Groundwater ^� J Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABU Depth Observed standing in obs.hole: in, Depth to soil mottles: Depth to weeping from side of obs.hole: in, in, Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Y, Adj.factor- Adj.Ciroundwater Level , a PERCOLATION TEST Batt:� ,,_ Time .� Observation Hole# n Time at 4" it Depth of Perc I Time at 6" Start Pre-soak Time @ Time(V-6") End Pre-soak Rate Min./Inch Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1) week prior;to beginning. Q:\SPPTIC\PERCFORM.DGC DEEP-OBSERVATION HOLE LOG Hole# Depth from Soil Horiz::,n Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsetl) Mottling (Structure,Stones,Boulders. on i tenc %C vet If DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsetl) Mottling (Structure,Stone9, Boulders. Consistency,%Gravel) 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Muusell) Mottling (Structure,Stones,Boulders. Consistency.S' Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Qrnvel) 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 pervi u in serial exist in all areas observed throughout the area proposed for the soil absorption system? Fl� If not,what is the depth f n turally occurring pervious material? _ Certification Q I certify that on 1 (date)I have passed the soil evaluator examination approved by the Department of Enviro en 1 Protection and that the above analysis was pe ormed by me consistent with . the requir training, erti e d ex a 'e a described in 310 CMR 15.01 . Signature Date Q:\SEPTIC\PERCFORM.DOC ASSESSORS MAP : TEST 4- 01 w LOGS N OTES: PARCEL : c� FLOOD ZONE. I�!l7T � � CJ SOIL EVALUATOR ; 'f` \ WITNESS : �Yr -rv. 1 Y` ?) The installation shall comply with Title V and To��;n c,t•Barnstable Board of REFERENCE b L`"� E1, �I(L`(�,(ly�-jam \ , -.L*,-�_. .- _ ...._k.. DATE��- Zt b flealth Regulations. (� . �J�V ►2 t l..Gj 7)417T, -T(vvd. )D 1(` a PERCLAT 1 ON RA1 E: 2 O -_ .- - � 2) The installer shall verify the location of utilities, sewer inverts and septic '" components prior to installation and setting base elevations. Tit- I _ TW-2 3) All gravity septic piping to be 4 inch Sch 40 PVC at 1/8"per foot. The first two feet out of the d-box to the leaching shall be level. t LI�2 4) This plan is not to be utilized for property line determination nor any other fj U) � purpose other than the proposed system installation.�"� 5) All septic components must meet Title V specifications. d J \ ------— 6 Parkin shall not be constructed over H 10 septic components. ) g p P LOCATION MAP 7) The property is bounded by property corners and property lines. 3) The property owner shall review design considerations to approve of total design flow and number of bedrooms to be considered for design. Receipt dll be d h l th d b ti ll t d i l th t f f opaymenor e pan and based on e pan saeeme I � � approval of the design flow by the owner. r 9) The existing leaching or cesspools shall be pumped and filled with material per Title V abandonment procedures. Those within the proposed SAS shall be removed along with contaminated soil and r(.ljlaced with clean sand per Title V specs. 10)System components to be 10 feet from water line. Sewer lines crossing tine water line shall be sleeved with 4 inch SCH 40 PVC with ends grouted if' S I i' 7 Y S E M DES I G N applicable. The proposed SAS is being installed below the water service line. The line is to be sleeved as aforementioned and maintained in place. FLOW :` t I MATE 11) If a garbage grinder exists it is to be removed aad is the responsibility of the - - owner to ensure such. 131.1 ZOOMS AT IQ GAL/DAY/BEDROOM ..�'j0 GAL/DAY 12)The installer is to take caution in excav,.Uo.,aoui d the gas line if such exists. SEPT I v i'ANK 13)The ins,._?ler shall verify the location, quantity itnu elevation of the sewer lines exiting the dw,Aling prior Lo the ujstallatiojr. �,,--f ► /F. t� i b_ f7�C)GAt /DAY x 2 DAYS - ((i��7 GAL /AUSE I':fiJ GALLON SEPTIC TANK_ SOIL A� 30RPT I ON SYSTEM �- ?c w j LPL uy4rr� of {_ _ _- _._ f�( �C-' � � ''.►�� ' `�12a� .,�.� a WL;La�,, AVl�itm,,CaL„� r _ - I r 1` �;,, �) ` ~•� 6 S ��E A R EA� 2-)( Zq-7j(ot-I�—y1 %� ( � X D�� l(�p�y -r---.__.. F 1, )I'TO M AREA: 2`� � i t i�i' k a 1- = Z���,�a � ,,.•�t� MASON No y SEPTIC SYSTEM SECTION F _ l 25 fi 110 � &' 10- �✓'��-' �✓' � �— — _.. -� ----- = i� ~ I 0 ° D b p 0 b b b is �\ ' 1p 4 w GA,L lrj ,�j2j bD 0o 25 SEPT I C TANK I 6 I SITE AND SEWAGE PLAN _...__ Z - LOCATION : PREPARED FOR : ?9_IINV4 L� a SCALE: I 7 0 DAV I D B . MASON,,5 DATE: ZS ZOD� DBC ENVIRONMENTAL DESIGNS EAST SANDWICH . MA D 4TE w W WENT Z _ ( 508 ) 833 2177