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HomeMy WebLinkAbout0011 CORNWALL COURT - Health 11 Cornwall Court A= 056-012 Cotuif -- TOWN OF BARNSTABLE LOCATION SEWAGE# VILLAGE ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO. d�-s l� c6'�U= t�'�- b0 'y?-0 d/�S3`✓ .SEPTIC TANK CAPACITY ExIS)---� LEACHING FACILITY: (type) Jt: /-/-z0 (size) 6-0 NO.OF BEDROOMS _3 OWNER A l��'�J PERMIT DATE: /:2-Lll/y COMPLIANCE DATE: f of I Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility � ,u L Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY-'— C.S �,w•� �. v'on� Q�—QN3 6B oul no �Er—t4. cv I $ s�,cv ff y�� No. 1Z— Lt� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: If PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes 0[ppYication for Misposal 6pstrm (Construrtion 3permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Addressor Lot No. )J C,,1-Nwcj C f Owner's Name,Address,and Tel.No. C.oi-vl.k 0145 Cj Assessor's Map/Parcel Installeer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 7 DOV.5145 A- 13 (b_-_j SNc Is^jflnlcC/r%rs G00!(65 Type of Building: Dwelling No.of Bedrooms Lot Size 22 G 2-1 sq.ft. Garbage Grinder( ) r Other Type of Building )O(J35 r- No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) �:3U gpd Design flow provided 31 5-. gpd Plan Date 1 2, 1 Z 1 1 Number of sheets Revision Date Title Size of Septic Tank rs t`t n1,c Type of S.A.S.A dC 3 G-H C - Y 26 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 ro-5 /,LcD S 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 Board of Health. Si e Date 2_ l � Application Approved by gi �w p-- Date 2 col Z Application Disapproved y Date for the following reasons Permit No. &1-7_—q90 Date Issued (*-I I V Lw(IL O8 No. ®o -W z Fee THE COMMONWEALTH-OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 01pplication for Bisposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair'('Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. (of,(,I f ol(,/,5 GnJ Assessor's Map/Parcel 0,5 1_ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. Dva 1e.5 tl t'3 ace -SNC �:-.,. G W0//0 <CO-V,77--53�3 Type of Building: Dwelling No.of Bedrooms Lot Size Z 2. G 21 sq.ft. Garbage Grinder( ) �r Other Type of Building No.of Persons 7.- Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3:3 gpd Design flow provided 3 y S r , gpd Plan Date i y 7._ Number of sheets Revision Date Title Size of Septic Tank c Type of S.A.S. VC !3 - 1-1 C - t-/2 Description of Soil Nature of Repairs or Alterations(Answer when applicable) 1 roS}cA j( 11 'L,J 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. Si a Date 2, ! , _ Application Approved by Date t B -I Z Application Disapproved y Date for the following reasons Permit No. &I?- �tpa Date Issued (L� (�1 Zm(2 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( Y) Upgraded( ) Abandoned( )by -I �.,, j�. /a at 1 t n, �r.C / (r�f c�r has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.Zo1Z- 4400 dated 1 L Jl S 1 Zo1 Z Installer rL�� A ��.-� `I A W- Designer - #bedrooms Approved design flow'� gpd The issuance of this permit Jshall not be Instrued s as a guarantee that the syste will fund' designed.Date �} � � Inspector ---- -- No. - _ .. - - - _.-. _- -_ -- .. --- - �Z w" Fee0 V THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction 3pPrmit Permission is hereby granted to Construct( ) Repair( I')/- Upgrade( ) Abandon( ) System located at �r 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 7ust be completed within three years of the date of this permit. Date Approved by r i _ _ 12/19/2012 14:07 5084775313 ENGINEERING WORKS PAGE 01 Town of'Barnstable Regulatory Services Thomas F.Geiler,Director $ Public Health Division ' Thomas McKean,Director 200 Main Street, Hyannis„MA 02601 Q£fion: 508-8624644 Faye: 508-7W6304 .._ Sewage Permit# Assessor's Map/Parcel Date: 1� �t°!l I--?— Installer&Demmer Certification Form Designer: W a r li s. Inc . Installer: P,A , Address: ?z W. cib , ;4 f oA 1Z4, Address: MA- a z 4 4 y i�Q C e d3 Z, On c.., was issued a permit to install a (ate) (installer) septic system at ea based on a design drawn by (addressl 4 t &Jte Wt e, dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the disU ibution box and/or septic W.& Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. )Flan revision or certified as-built by designer to follow. Stripout(if required) w ted and the soils were found satisfactory. OF PETER T. EE (Installer's Signature) M CIVIL No.98109 ell � ISTI C esigner'.s Signatwe) (Affix Design ) PLEASE TURN TO STABLE PUBLIC HEALTH DMSION. ATE F COWL CE WILL N E ISSUED UN H-0 H TEUS BUILT CAM AM RECEIVEP By JHE BARNSTABLE PUBLIC HEALTH QMS1 THAM ISM. glafl9ce forms1&ftuercr theabon form.doc Town of]Barnstable P# Department of Regulatory Services Public Health Division Date r„►Sa. 200 Main Street,Hyannis MA 02601 Date Scheduled / C?- Time I Fee Pd. Soil Suitability .Assessment for Sewage Disposal Performed BY: Witnessed By: LOCATION& GENERAL INFORMATION Location Address _ G 1 ef Owner's Name c-rniwc l Z26Gle5G,,j Gp f-u�t Address // Sri-/.v // G'f Assessor's Map/Parcel: Q v Co Engineer's Name • � ��}�P /1/�G c v t-�'tee.._ NEW CONSTRUCTION �� REPAIR Telephone# 7 Land Use: 7''z�10�'j'!� �- Slopes Surface Stones Distances from: Open Water Bodyft possible Wet Area 1 g Drinking Water Well ft Drainage Way ft Property lane �� ft Other ft SIMTCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) h • .rr.� y�y4uq i ' lv rn Parent material(geologic) Depth t0 Bedrock Depth to Groundwater. Standing Water in Hole: dl f 1A Weeping from Pit Face 6V�/ Estimated Seasonal High Groundwater • DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: Iu, Depth to soil mottles: In. Depth to weeping from side of obs.hole: - - --- 1n.- ;0roundwater Adjustment Index Well# Reading Daie: ndex Well level I ..:_._._.. Adj,factor.,,,,.,,.,• Adj.Groundwater Level , Observation PERCOLATION TEST bate- Mma__. Hole# / Time at 9" Depth of Perc �n.� Time at 6" Start Pre-soak Time @ O U r J`e Time;(9"•611) End Pre-soak `Z6 G31 7 7 Rate Min./Iuch 'Z_.Ot y�;1. •t,l �I t 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)weelc prior to beginning. Q:ISEPTIC\PERCFORM.DOC DEEROBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture 5dil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. o i ten_y,%'Gravel) ` O/Z y-13� M S Z"5-Y G/9 DEEP OBSERVATION HOLE LOG Hole#_-2-., Depth from Soil,Horizen. Soil Texturs Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. o sis en %Gravel) 1S=Z� LIS (0 YPLI if-L Zy-7 Z' VS (b 1/?�,s DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. CQn§i§teT1cL%a e • DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Noll Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, Cositn Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes Within 500 year boundary No Yes ' Within 100 year flood boundary No- Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? , If not,what is the depth of naturally occurring pervious material? Certification r, I certify that on ��(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 experience described in 10 CNM 15.017. Signature e Date r Z / , Q:1S.EPT(CIPERCP0RM.DOC LOCATION SEWAGE PERMIT NO• d7 l/ �b!'c�l VJ � �nc► d-�- _ VILLAGE T 4 INSTALLER'S NAME i ADDRESS 3 U I L D E R OR OWNER Vic: ( �ru,-iP DATE ' PERMIT ISSUED DATE COMPLIANCE ISSUED lobo C-119 v Win." s. /oo® � . e �* fT. J• ,t t THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH �r Appliration for Uiipuial Works Toustrurtion Prrutit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at Location-Address or Lot No. .......... luI...........yfve'LI.VA�N) ".PV! ....A-CDCN......!tiN...........C.-'vl.uc----••---...--•--- wn � � Address Q ....In aller Address Z 6 Z 7 ........................ 2 Type of Building Size Lot............................Sq. feet Dwelling—No. of Bedrooms............-................................Expansion Attic ( ) Garbage Grinder (No) Other—T e of Building ............... No. of persons.................._.._..._.. Showers — Cafeteria a Other fixtures .................................. W Design Flow..............,.?`.. ......................gallons per person pgr day. Total daily flow............. .._ ...........gallons. WSeptic Tank—Liquid capacity O.gallons LengthO...6.�-"__. Width..}./4)... Diameter-_- Depth. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No..........f.._.__---- Diameter--------ts....... Depth below inlet................. Total leaching area...zgO..sq. ft. z Other Distribution box (x) Dosing tank ( ) Percolation Test Results Performed by.......�°�-A2C�.... - _s ?'� ................. Date_._J __—�-�*. —�l Test Pit No. I-__L._ _..minutes per inch Depth of Test Pit------- 2_�.... Depth to ground water...1� Test Pit No. 2.... Z___minutes per inch Depth of Test Pit-------..Z.'._... Depth to ground water______ _ Description of S �o il .... - - --------------------------------:--------------------------_--------•-•-.-.-.-.-.-.---•-•-•-----------------•-----•-----•- .................... . 3y��i � ---------------------•-. ..MJ7................................................... ... •-=4...........•---...------•---------------------------•-------•-----------v --------------------------------------------------=-----------------------------------•-----------------------------------------------------------------.............................................. VNature of Repairs,or Alterations—Answer when applicable................................................................................................ ----------------=--------------------------•------------------------------------------------•-----••------.....--------------._....----------------------------------...-----------------------••-•---. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TI UE, 5 of the State Sanitary Code e undersigned further agrees not to place the system in operation until a Certificate of Compliance has been su d the board of healt . Signed--- -- = -" ....... ...`_�`......... .. ....... �...�................. ate Application Approved By_ ../9.� -- -. ---•---------------••-------•_-----------------•---•----•- ............ Date Application Disapproved for the following reasons---------------••----•-------------------------------------------------------------------------------.......... -----.......•••••--••••-•----•---•-•--••--•---------•---•---•------------------------------••----------...------•----•---•-------•-------•-----•--•-•-•-•--•-•----•---••----------------•--•--------•---• Date PermitNo......................................................... Issued---- - �'. d"-----•--'---------------- Date THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) i M A� L DATA 4.54.... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH f ApplirFatiou for amit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: ..................r`S'..r ................t .............�c'Ja/I. ......CaT��....------•--------...... .�'. .......�. `... .....----------•- ---.........-•------ Location-Address or Lot No. r •--- ... � ... —S t� . •r��. �,1 --..... .'�: t '---...C k.. .......� vice -.........- Own ................Address Ins 1 r Address Type of Building Size Lot.. �......2.�._..Sq. feet Dwelling—No. of Bedrooms.............................................Expansion Attic ( ) Garbage Grinder (Vb) pa-I Other—Type of Building .,� ._..... No. of persons............................ Showers ( ) — Cafeteria ( ) Q' Other fixtures ------------•------------..... . . ....... W Design Flow............. ----------------------- per person per day. Total daily flow.............-_--.---®..............•..gallons. WSeptic Tank—Liquid capacity'2�� gallons Lengths'`...E_..... Width--�.�h... Diameter...��`'_ _ _. Depth_:.__.R..._. x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. Seepage Pit No.......-..1---------- Diameter---------a_"-.. Depth below inlet................ Total leaching area....!2Q..sq. ft. Z Other Distribution box Dosing tank ( ) HI /2 r'f� -�1�-- '"---` ik6-r i............... Date---J--��----•l-3 a Percolation Test Results Performed by....... Test Pit No. I.... �... ...mmutes;;,per inch Depth of Test Pit.................... Depth to ground water f=, Test Pit No. 2...e-.`:_._minutes per inch Depth of Test Pit------- 2__...... Depth to ground water..��!: l,t a -----------------------•-•--•---•-•••--•-- ------; , ..--------------------------------------••--•----•-•-------------------------------------------------- O �` - ', . l G�.,.., 4 >....YES . �. Description of Soil------------ = -•------- U - `� ............................................................. -----------------------------------•---------------- -------------------•--------------- W --•-•-•-------------------------------•-•-......-----•-----....--•-------------------....-•----......-•------•-------- --•••-----------------------------•-----•--•••............--••-•----------..... UNature of Repairs or Alterations—Answer when applicable.......................:........................................................................ ------------------------------------------------------------------------------....................................................=-=................................................................ Agreement The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with f'iT ' '•. the provisions of .I:�•1 L E, 5 of the State Sanitary Code— he undersigned further agrees not to place the system in operation until a Certificate of Compliance has been iss ed y the board of health. n Sined•--- ........ . ............. Application Approved By off•.^ ....................................................... .... ----,.... ...----- Date Application Disapproved for the following reasons----------------------------------•-----•-••--------- ---------------------------------------------------------- -----••••-•-•...••---•--•-------•-----•--••--•••------••-••--••••••-----•-•---•-•...........••••-•-----•••-•---•----•-•-•••-•--••---•------------••-----•---•--•--------•-------•------•---•------------ Date t - PermitNo.........................='-----.---------------•------- Issued....................................................... Date TH-E COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..........................................OF...........,.............'.................... ...............::.,................. .... Tatifiratr of Toutpliattrr �' THIS IS TO CERTIFY, Tha he ui al Sewage Di osal System egnstructed ( ) or Repaired ( ) by-••••-••• .. �...... - = ...�' ,.. .-_------ - ------------•-----•---------------------------•.----- at............. `, y.••-•-.• C>y C.........................-------------•-----------------------------------------------------•- has been installed in accordance with the provisions of T 5 of The State Sanitary Code as described in the application for Disposal Works Construction Perinit N © _'____S.1.............. dated_._. ;,__ f .5� . ... THE ISSUANCE OF THIS CERTIFICATE`SHAL T BE CONSTRUE® AS A &UARA 111- THAT THE SYSTEM WILL FUNCTION TISFACTORY. DATE---•-••--..••-� �j -----•---•----------•--•---•----- Inspector----•- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH F ..............::.'.......................OF......:::. ---• ...... FEE. orkli . ,n fua mutt Permission is hereby granted °�` ��. 1 �"'' to Construct ( for Repair ( ) an Individual Sewage isposal Systen atNo.------. -f-�;r... V.......g�2 t ,L 'lz 1x,.7_. CO� !.r`------------------------------------------------------••-•-•----•--- Street as shown on the application for Disposal-' orks Constructio erm• No...................... Dated._ __.__- ._ ............................................ y i � ( DATE------�------- --------------=-................. -----•----;,--....w..-----.._.._.. FORM 1255 HOBBS & WARREN. INC., PUBLISHERS Q� N LEGEND s eo+� ® -- 44 -- EXISTING CONTOUR EXISTING SEPTIC TANK T Ba Pam Neck Rd x 100.98 EXISTING SPOT GRADE a a —yl/ EXISTING WATER SERVICE (TO REMAIN) {: ` LOCUS —G EXISTING GAS SERVICE TOP OF TANK, EL.=31.20 kl BENCHMARK SET A` INV.(OUT)=29.87.t a ?fl a 0 —U UNDERGROUND WIRES { OUTSIDE CORNER/BOTT. STEP \ 0 a i EL.= 33.39 (Assumed Datum) 'mac• rEsr PIT EXISTING LEACH PIT �s rt BENCHMARK TO BE PUMPED & FILLED W/SAND AND ABANDONED 77:13' s LOCUS MAP NOT TO SCALE J /' 174.40 • _ �------�---------=--- LOT 1 ----- 32,25 31.95 .. Flaws - a 3 �9 \ 1 . 22,627±S.F: g2,15 3252. Q, 31,9�J� � 32. PA TlO 3 9 `J� 32.24 - TP-2� %o��' 32,04 0 to DECK x 32.72 1,94 0 q , GENERAL NOTES: 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE' LOCAL • BOARD OF HEALTH AND THE DESIGN ENGINEER. 33.85 s r. T 34,55 sfo�0 shrub Jam, VENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS \ 34,18 `�---- L 0 T 33 `af f OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE F 00 Lf— LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: ` STORAGE o�� -33.32 —310 CMR 15.405(1)(b): .. 33,63- `� :EX/STING i 1) A 3' variance to the 3' maximum cover requirement, for up ('4 \� HOUSE(#11) _ — ` ' to 6' max. cover. S.A.S. shall be H-20 and vented. 35.88 - shr.•ub 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR co T.O.F.=40.8f sz _ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE L4 34,86 R' 00 - DESIGN ENGINEER. C m + •34.9G' � ' 4. ANY CONDITIONS ENCOUNTERED' DURING CONSTRUCTION DIFFERING goo �� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 38,26 3 .26- 40A1 GARAGE 9.4 �o��— —4 36,74 _6. THE DESIGN.ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF JQ\ 0,07 �� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 3�q�/ HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. x J �\ �: �� �� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 39_24-- _— G ll <�9�� 40,12 �' � .. 39t,89 PLC+ �6 �� OF M4Ss9� 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. ¢�i I`, .} + NI 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE,•RESTORED'AS AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE o PETER T. J �� •X 39,74' fi `3& DIRECTED BY THE APPROVING AUTHORITIES. x 40.10 40 59 Q 39;13 McENTEE :STONE' o CIVIL cn 10. IT SHALL BE-THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �1 67 \ U NO. 3IL THE LOCATION-OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ---4-2— DRIhEWAY 40 CONSTRUCTION. SZE��� ��Q 11• WHERE THE REQUIAREA RE, CORN RA TOR SHALL L REMO ALL VE DALLES UNSUITABLEF THE SSOILS ND O 10"62' `��. . �. O SS N E REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12, AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS,SHALL BE J LAMP r INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. -----_ 4217� - +� L 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC, SYSTEM COMPONENTS NOT SHOWN ON THIS PLAN. 4B -e' of 44.27 44,74 ��� \ k T PROPOSED SEPTIC SYSTEM UPGRADE PLAN g 11 CORNWALL COURT, COTUIT, MA j Prepared for: D.A. Brown, Inc., P.O. Box 125, Centerville, MA 02632 45,0o OWNER OF RECORD scALE DRAwN JOB. No. Engineering by: COU�.T Engineering W 1„=20� - 43,66 • " DICKSON, WI F '& SHEILA P OYks, Inc. — P.T.M. 284 12 . 11 'CORNWALL COURT 12'West Crossfield Road, Forestdale, MA'02644 DATE COTUIT, MA 02635 _ . CHECKED SHEET NO. . (568) 477' 5313 12/12/12- P.T.M. 1 Of 2 T; NOTE: TO PREVENT BREAKOUT, THE PROPOSED . s FINISH GRADE SHALL NOT BE < EL.=29.3 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE S.A.S. ' SEPTIC TANK PROPOSED D—BOX PROPOSED S.A,S. ( CHARCOAL INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT INSTALL INSPECTION PORT OVER END UNIT T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE COVER SET TO 6" OF GRADE VENT ` ` 0 E�EXISTING F.G. EL.=32.4f F.G. EL.=32.3t F.G. EL=33.3 t �'RO+(Sep 6\` fMAINTAIN 2% GRADE (MIN.) OVER S.A.S. �1 �p �S,.y DECK. L 30' L = 5'(MAX) 54.7' ® S=1% (MIN.) ® S=1% (MIN.) INSPECTION PORT ----___7__7 79 6,. 4"SCH40 PVC 4"SCH40 PVC 10"I s 10.7s" ro EXISTING �, 14 INVERT EXISTING 48" LIQUID HOUSE(#11) LEVEL Ao0 INV.=28.90 T.O.F.=40.8t GAS tNV.=29.17 PROPOSED INV.=29.00 1. TRENCH W/12 ADS'Arc 36HC UNITS 0 5'/UNIT = 60' INV'.=29.87f D—BOX (FIELD VERIFY) `SOIL ABSORPTION SYSTEM (PROFILE) EXISTING SEPTIC TANK UNITS :MUST BE STAMPED H-20 -ESTABLISH VEGETATIVE,COVER ' i BACKFILL WITH CLEAN NATIVE'OR - GARAGE PERC SAND TO TOP OF CHAMBERS NOTES: F . 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE - INVERTS, PRIOR TO INSTALLATION. TOP ELEV.=29.33 ' 2) D—BOX SHALL BE SET LEVEL AND TRUE TO. INV. ELEV.=28.90- GRADE ON A .MECHANICALLY COMPACTED SIX INCH CRUSHED STONE BASE, AS SPECIFIED 'IN BOTTOM ELEV..=28.00 310 CMR 15.221(2). r 12.83' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF 4) -GAS BAFFLE TO BE INSTALLED ON OUTLET TEE • T.P. EXCAVATION OR 'G.W. S.A.S. LAYOUT AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL-. EXISTING SUITABLE BOTTOM OF TP, EL=21.20 - MATERIAL SEPTIC SYSTEM PROFILE ADS Arc 36HC UNITS TO BE INSTALLED IN TRENCH CONFIGURATION WITH NO STONE 63.25"— N.T.S. TYPICAL SECTION 34.5„ " SOU LOG LOG - DESIGN CRITERIA DATE` DECEMBER 4, 2012 (REF#13,807 SOIL EVALUATOR: PETER McENTEE PE(SE1542) t NUMBER OF BEDROOMS: 3 BEDROOMS WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT TOP VIEW SOIL TEXTURAL CLASS: CLASS I ELEy. TP—1 DEPTH ELEV.I TP-2 DEPTH 60" END CAP END'CAP DESIGN PERCOLATION RATE: <2 MIN./INCH S 32.9 0 3?;7 0 FRONT VIEW SIDE VIEW FILL FILL END CAP oft • DAILY FLOW: 330 GPD x REAR/TOP VIEW 31 DESIGN FLOW: 330 GPD :6 .4 A 15" 31 A 15" NOTE:'UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW` t" GARBAGE GRINDER: NO LOAMY SAND LOAMY SAND TO CHANGE WITHOUT NOTICE.PRODUCT DETAIL MAY 1 OYR 4/2 10YR 4/2 DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. a EXISTING SEPTIC TANK: 1000 GALLON CAPACITY- 30.9 24" 30.7 24" � B B 4640 TRUEMAN BLVD • PROPOSED DISTRIBUTION BOX: 1 INLET, 3-.OUTLET, (MIN.) LOAMY SAND LOAMY SAND LL SoHILLIARD, oHlo 43026 Are 36HC DETAIL LEACHING AREA REQUIRED: 330 GPD 1OYR 5/8 1OYR 5/8 ADVANCED DRAINAGE SYSTEMS, INC. UNITS MUST BE STAMPED H-20 r. ( ) = 445:9' SF 29.2 C - 44" 29.2 C 42., .74 GPD/SF . . PROPOSED SEPTIC SYSTEM UPGRADE PLAN SOIL ABSORPTION SYSTEM - MED. SAND MED. SAND 11 CORNWALL .COURT, COTUIT, MA USE ADS Arc 36HC UNITS IN STONELESS TRENCH CONFIGURATION 2.5Y 6/4 2.5Y 6/4 Prepared 'for: D.A. Brown, Inc., P.O. Box 125, Centerville, MA 02632' (GENERAL USE APPROVAL FOR 7.88 SF/LF IN TRENCH CONFIGURATION) t Engineering by: _ SCALE DRAWN JOB. N0. 21 21.4 120" 2 1 1 TRENCH WITH 12 UNITS ® 5.0' PER UNIT = 60.0' _• 20 NTS P_.T.M.K. 284-12.1 - 60.0' x 7.79 SF/LF = 467.4 SF PERC RATE <2 •MIN/IN. (ON FILE-12/13/79) Engineering Works, Inc. SOILS ARE -'CONSISTANT WITH 'PERC RATE ON FILE 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(467.4 SF) = 345.8 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 12/12/12 P.T.M. 2.Of-2 t h. r ,77 K 40 j eZ �. SEav, ''ice E NE3 , yAo /A7 » f 3 b` Y £ _ 17 .. _u r _ n ' - ., .n. r �* ' ` �'{ - • ' xF�� �' �{ V ,'J Jy 4r •t fi., - v 1 z ..F , L JG 4! 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