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HomeMy WebLinkAbout0024 ROSELAND TERRACE - Health R 24 Roseland Terrace A,=,103= 120 - Marsfons Mills i r i "An TOWN OF BARNSTABLE ? a X((QC 'P SEWAGE# {LOCATION . �) ,(�[� i VILLAGE A&C bpm5 AN1).A ASSESSOR'S MAP.&PARCEL INSTALLER'S NAME&PHONE NODS 1 dA - SEPTIC TANK CAPACITY 1 LEACHING FACILITY.(type) (size)NO.OF BEDROOMS —6 OWNER PERMIT DATE: H ?L) �) _ COMPLIANCE DATE: Separation Distance Between the: 10 o roe CA4- fwcc— Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility Of 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 B % C� i t _ �qrs cr - 5-7 ',T)fc is 33 v of n I _ w No. /✓ /� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZippliPation for MispoSal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. -2 y ?©se/wvc-,2 T irae-r Owner's Name,Address,and Tel.No. Assessor s ap/Parcel S Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. las e eve r Mdll Type of Building: Dwelling No.of Bedrooms 3 1 Lot Size 6P sq.ft. Garbage Grinder( ) Other Type of Building (e54)ZW4-1C No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '3 30 gpd Design flow provided o3 y�'y, '7 gpd Plan Date-, Number of sheets 'L. Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ��s i6.11a Z2 ' 1 iOX aNb 1- 5DO Cori//G/LJ dS 0-,5 --skcwue o/v Ir�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. Signed Date Application Approved by Date tj Application Disapproved by Date for the following reasons Permit No. / [ Date Issued S M 7 No. �1CJ!✓ /� ` Fee �y " N EALTH Of MASSACHUSETTS Entered in computer: THE COMMONWEALTH � Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Tippl cation for Bisposal *pstrm Construction Permit Application for a Permit to Construct( ) Repair(pl/TJpgradp( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. . 2'/ ?ost'/6N4.,7 7Y/✓4-t,r, Owner's Name,Address,and Tel.No. Mugs fr.�s �t�(r lls �Assessor's Map/Parcel /,� cos k Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. IGS/7 73/a",.) 1NC r N ANY 0-)!J/II Type of Building: Dwelling No.of Bedrooms 3 Lot Size 3U 666 sq.ft. Garbage Grinder( ) Other Type (r°Sr pnl�lcr yp g � No.of Persons Showers( Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided '3 Y9, 7 gpd Plan Date 2 -/G ` / 05- Number of sheets 'Z Revision Date £. c Title i i Size of Septic Tank Type of S.A.S. 61 GN (�iIGMh to�� Description of Soil Nature of Repairs or Alterations(Answer when applicable) j,91/0/V�� ,� 130X �t 0C) 2 SC,'Y�cr4//GiIJ S�nyc.v 1,1 ON JaA) 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 Envonmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. ��/ ` Signed Date / '2 G/ Application Approved by f Date Application Disapproved by Date for the following reasons Permit No. C;)9-1,5 f 3 Date Issued �L L j / S 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 L, A I :w rci I at 2.N S T C has been constructed in accordance f with the provisions of Title 5 and the for Disposal System Construction Permit No /S '� dated �1-� y /1 Installer e,S /r-,,,j�j Tyr Designer k 1J S ti r't ✓ c%� [�C)✓ #bedrooms -3 Approved des(ig, ow gpd The issuance of this permit shall not be construed as a guarantee that the system will functi, n as design d. a � Date L'��- pl la Inspector �� Fee ---- ------ --------------------------------------------------------------- ------ No. 15 !� / /00 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Bisposal 6pstem Construction Permit Repair Upgrade Abandon Permission is hereby granted to Construct( ) epa ( ) pgr ( ) ( ) System located at 2 Li l_CO5e kCV Tr t GCE' -/�!�rS 0,j 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 must be complet 'd within three years of the date of this permit. Date 7' �' Approved , Town �r Barnstable Or SNE r , o Regu11J1ta7•g' Sej--V' s Riehar.d -I ices Interim Director HARNsrnsrZ MA, �a Public: ealth-Dig=isian 679, aye Thomas cKean, Directbr 200 Main Strt et,Hyannis,CIA 02601 O e: 508-862-4644 Fax: 508-790-6304 Installer chi Desi . e Cert ficaijon Form I)a� Sewage Permit# at ( -�_� ,sscssor's l�'Iap\Parcel�.�—_ De 3���, �e•t�,� P1 cam:-�•h�� �'.�. er; _cj- e� , Installer; Ad `ress; 6 .C' to •1 C. s > -ic d address; PXt, (�vN -- 1' On 9 -2.t--1-1 Q��`' �^ was issued a permit to install a (date) (installer) se is system at'? -A 6Z6,5 1(-\mot; ' r'r- 2 f" M,\ based on a design drawn by (address) �, �,, n-•`�1- n ���..o ��•C.,_, dated�2 I �e ` t �' (designer) certify that the septic system referenc d 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 Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenc d above was installed with major changes (Le. 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, Plan revision or certified as-built by designer to follow. 3trip out (if required) was inspected and the soils were found satisfactory, I I certify that the system referenced abo),q was constriul ;�� fi with the terms of + the IAA approval letters (if applicable) CIVIL . No'.33109 staller s signature) IONA i' (Designer's Signature) I( (Affix Designer's Stamp Here) PIL`i ASE RETURN TO BARNSTAI3IE P �,IC EEALTH DIVISION CERTIFICATE OIL; COMPLIANCE WILL NOT BE ISS- +D UNTIL BOTH THIS FORM AMA AS- B ' T CARD ARE RECEIVED BY THE B:ARMSTA.BLE PUBLIC EMjU,TH DMSION, T ANK YOU Q:13'epticOesigner Certification Form Rev 8-14.13,doc TOWN OF BARNSTABLE L CANON a2 ` awe a� P Vft-Cl�t- SEWAGE # VILL AGEa CS�i �� . ��_ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY to 00 G ak LEACHING FACILITY: (type) +(size)0,14- NO. OF BEDROOMS _ r BUILDER OR OWNER, (a-tti PERMTTDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 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_ 1 i Town of Barnstable P#_ a Department PfRegulatory Services / i BARNSTA"i Public lRealth Division _ Date l '�1 00 Main Hyannis MA 0"I Date Scheduled �F( ! �f Time Fee Pd. Soil Suitability Ass ssment for S a pos t Performed By: �� �� Witnessed By: Ofily �C:%/' LOCATION.&GENERAL INFORMATION Location Address j / Owner's Name r Address Z�( l�E>SE_lC�✓lt JCt 2t y 4� G l� v Assessor's Map/Parcel: t 6 f Z© Engineer's Name I NEW CONSTRUCTION pn�� 11 REPAIR - — Telephtme# S02 T_7 Land Use �5,(,A-,CN Slopes(�%) 2 Surface Stones I Distances from: Opea Water Body,, 11W�A ft Possit�le Wet Area f� ft Drinking Water Well �d ft Drainage Way N 4 ft Proper]y Line 3J ft Other ft I SKETCH:(Street name,dimensions of lot,exact locati is of test holes&pert tests,locate wetlands in proximity to holes) .. I I I 1 1 r ` kA I I A -- - Parent material(geologic)_ - Depth to Bedrock Depth to Groundwater: Standing Water in Hole: AJ Weeping from Pit Face AJ I Estimated Seasonal High Groundwater 2 ( t DETERMINATION FUR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs,hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well II vel Adj.factor Adj.Groundwater Level_ PERCOI ATION TEST Date Time Observation 11 Hole# ` Time at 9" Depth of Perc ( �V .n 5rt Time at 6" - (�f I Start Pre-soak Time Q ' t Time(9"-6'� _ End Pre-soak I Rate MinJinch ' Site Suitability Assessment: Site Passed Site ailed: Additional Testing Needed(Y" Original:Public Health Division Obs ration Hole Data To Be Completed on Back----- (� ***If percolation test is to be conducted within 100'of wetland,you must first notify the t u6 1 Barnstable Conservation Division at least o e(1)week prior to beginning. l Q:\.SEPTICU'ERCFORM.DOC I i i i I , I I) ( 1 i I i I � I I I i I i i I t DEEP OBSERVATION HOZrE.LOG Hole# Depth from Soil Horizon Soil Texture i Soil Color Soil' Other Surface(in.) r (USDA) I (Mansell) Mottling (Structure,Stones,Boulders. Consistency, Gravel) _ 6 to�R yl.y 3 ice— M—G i•S`(G l 6- 13 L G M Sal 2.tsY6 DEEP OBSER �ATION NH E LUG Hole# Depth from Soil Horizon Soil Tel Soil Color Soil Other Surface(in.) (USDA) (Munscu) Mottling (Structure,Stones,Boulders. Consistency-%Gral) _ 7'SY�l y g -�3g v DEEP OBSERVATION HOE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) _ i i DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color .Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistent el I Flood In£urance Rate Man: Above 500 year flood boundary No_ Yew Within 500 year boundary No-k Yes I Within 100 year flood boundary No 4 Yes Death ofNaturally Occurring Pervious Material I Does at(cast 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 pe ibus material? Certification I I certify that on L (date)I have passed the soil evaluator examination approved by the Department of Envi orunental Protection and that the above analysis was performed by me consistent with the required trairu g expertise and experience/described in 310 CMR 15.017. Signature 'L/� Date �'� Q:\SEPTIC\PERCFORM.DOC i I I i i i i i 1 i Town of Barnstable P# _ Department of Regulatory Services / : s Public Health Division Date 00 Main Street,Hyannis MA 0 Ol �`� l d C t Date Scheduled .r!�sf Time' Fee P Y /. ^/ Soil Suitability Assessment for S a osal y iA Performed By: ` `-O � l � Witnessed By: J LOCATION&.GENERAL INFORMATION, Location Address IQ,_Mtn/ ,e rL, Owner's Name G �` JQ 5 Address Z� O�t'lCf_ 2 (Maf +D-NS me,(J O y Assessor's Map/Parcel: t 6 J V z�o Engineer's Name NEW CONSTRUCITON REPAIR Telephone# S—7 2 J-7 — ( Land Use 1<4-25 k JD-,^ rN\ Slopcs(%) 2 f Surface Stones ej oil't . Distances from: Open Water Body W I A ft Possible Wet Area AJ/4 ft Drinking Ware,Well -aft Drainage Way A ! ft Property Line 3� ft Other ft r S.E ETCH:(Street name,dimensions of lot,exact locations of test holes&p=tests,locate wetlands in proximity to holes) .. ..,�...".. / 1 Parent material(geologic)_ �t' "'"`J�'' ±rt, ^f — 4 Depth to Bedrock • ' Depth to Groundwater: Standing Water in Hole: N 1/0' Weeping from Pit Face AJ/�— Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL,HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: in. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date Time Observation Hole# Time at 9" Depth of Perc V ^ 'd Time at 6" Start Pre-soak Time Q 1 Time(9"-6") End Pre-soak M Rate MmAnch C7' pp Site Suitability Assessment Site Passed L Site Failed: Additional Testing Needed(YIN) Original:Public Health Division Observation Hole Data To Be Completed on Back— ***If percolation test is to be conducted within 100'of wetland,you Itnust first notifv the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEPTIC\PERCFORM.DOC r - DEEP OBSERVATION HOLE LOG Hole# Depth from. Soil Horizon Soil Texture Soil Color Soil' Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistent ° Cnavel -� A to C-5�� 2,5'T&I DEEP OBSER 7ATION HOLE LOG Hole# -Z— Depth from Soil Horizon Soil Texture Soil Color Soil Other ' Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency.% rave © -g A 10' ,(l-�f,_ S•-u Z v ►2g 6— M �Swt.d Z�S��Cy $ Gv DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Sail Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistency,° el DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color .Soil Other Surface(in.) (USDA) (Murrell) Mottling (Structure,Stones,Boulders. o 'starsGravel) Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes/ Within 500 year boundary No Yea Within 100 year flood boundary No Yes_ Depth of Naturally Occurrine 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 pe ious material? Certification ��� I certify that on (date)I have passed the soil evaluator examination approved by the Department of Envi onmental Protection and that the above analysis was performed by me consistent with the required train expertise�and experience described in 310 CMR 15.017. Signature Date2� Q:\SEPTIC\PERCFORM.DOC Ila ` Poo L— /o F8IOD JAI_ n GSA O `t 90 S� L ANC TL C�" /r- Z 0 7- ,9 /V 40r- AT/ON: MARSTONS MILLS S c A ,[ E "=So' D19 rF y/z/7G PLAN REF : 1,3K 269 PG•y/ /tpR ; EVERETT W F'AANANEA1 r IHERE6Y cERT/FY T11AT Th'E E)CIST- /MG Fount D A T/oN /,oCA T/d/V /S CoRRec T 4S S/IOeun/ AND D Of S C0/Yr0R y w/77-/ THE aU/LD /N G- SETQACK REQUlktj EIV S OF 7;Vt TocuN OF g4R11sTA aLE ,/, ,q 1A-a,- ZAND SuRvEYOR f/YAtin/!s MASS - Igo LOC&TION SEWo,ftE PERMIT UO. IW5TQLLER•S ► &MF- ADDRESS Job•, Y Vt - BUILDER S Q &MF- ADDRESS D1QTE PERMIT ISSUED DATE COMPLI &MICE ISSUED : 1 l'll .y . No.------1 Fn$... .'...... THE COMMONWEALTH OF MASSACHUSETTS 00 a �10 BOARD OF HEALTH a �-� j �_ ------..- ,� �T%_oF. .--------------------------------------- Appliratinn -fur Uhipuiitt1 Workii Tnntrnrtinn Vrrntit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: 7----- S 5----------------- -l.:� ___...__.........J..[---- %lf-%� S ._----------------------_--- ---� �� ` J UL— of U. Owner ddress r Installer Address (• ' UType of Building Size Lots /-...........:.....Sq. feet Dwelling—No. of Bedrooms---_-___... t Expansion Attic ) Garbage Grinder 1<y d ------------------------------Expansion Other—Type of Building�A �1._A!_ No. of persons.-___�_(................... Showers ( ) — Cafeteria ( ) P4 Other fixtures ----- --------------------•--•-- d ----------------------•---------•---------------..----- W Design Flow......... --_•-___-___•-_•-__•:---_-.- l,o��n,,s��p ers r day. Total daily flow........® ----------------------gallons. WSeptic "funk—Liquid capacitviV0__ ��SnS��en t :Et........ Width................ Diameter_--.-_--.--__• Depth...--_-__-_.._- 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 ( ) c�- �C�yrn. - 6-_ 7_ 7 J aPercolation Test Results Performed bY-------------------------------------------------------------------------- Date--------------------------------------- Test Pit No. I................minutes per inch Depth of Test Pit.................... Depth to ground water_.-----._-----.--._-.-- riq Test Pit No. 2................minutes per inch Depth of Test Pit.-_-_--__-_-._-_-•_- Depth to ground water.----_-.-__--_--__------ a •--------- P �:_. / ,J--- ••.. T O _ ¢ Description of Soil `'2 ... -----------°------�'----�p p r U = d ------d rE-- ......... .� _�_,`� W ------------------------------------- -----------------------------------------------------------------------------•-------------------------•••---•-•----------------------•--------------- UNature 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 Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued b the d of health. P P Y Signed lam" ------ - --�ate6----- Application Approved By--------- _--- --� 7 -ID --------- Date Application Disapproved for.the following reasons-------------------- ---------------••---------------------------------........................ •----•--•---••-- -----------------------------------------------------------------------------------------•---••----•----- -------------------------------------- ----- -- --- - - Date Permit No. Issued � +3 h-------------� 6 -••--•--•-••--•-•------••_.. Date -- -___,_-_ --_-..-----__ ------------------- --------------------------------------------------- J a� No. .. F�$.... Q.".......... THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH Td.wlul...........OF .,3 "�.�. 7,?1f34.4............................... Appliratiun -fur Di.tyuotti Workii Tomitrurtion Vaniit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: 1 7' �� % 5 hAN /z2Gfl2sTdjtrS..i�'I!LGS '`... ' S �.L--�t-N l..l._��.C_.:.a�s�lE� ©J-��� �1& --or&t No. -- .. --------•-•--------•----•-------------------- �Q yy Owner 'tI /Q Add ess ------/-�44.4-2w.............................................. v .....& `v s d...................................................... Installer Address f UType of Building Size Lot.. Dj_ ___�Sq. feet .-+ Dwelling—No. of Bedrooms..--.-----;Z_____________________________Expansion Attic (x) Garbage Grinder `1 Other—Type T e of Building p-, yp g No. of persons------�e_------------------ Showers ( ) — Cafeteria ( ) Q' Other fixtures ----- ------------------------------------------------ W Design Flow----.--.- --------------------------- a:tdons p perscp day. Total daily flow.---....Z.� ------------ -------gallons. t,� G WSeptic Tank—Liquid capacity-lB00- do p L enath---------------- Width................ Diameter_____.----_-__ Depth-.--............ 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 ( ) Dh- �C lr 7- -7 aPercolation Test Results Performed by-------------_ ----------------------------------------------------- Date-------------------------------------- Test Pit No. 1................minutes per inch Depth of "Pest Pit.................... Depth to ground water.............---_.-..._. fZ4 Test Pit No. 2................minutes per inch Depth of Test Pit-._________________- Depth to ground water--_--.-..--_-_-.-__..._. P4 -Description of Soil `r c" �` ``"� °t `-- F----- x t✓ Y G•-6..�... L.��iv�----- y GI /t�__F..�1 -!.c!`1 il^ �.�. z...... � �'_.�ls. c f w ------------------------------------------------------------------------------------------------------------------------- ------•----------------------------- ----------------------------------------- U Nature of Repairs or Alterations—Answer when applicable._.............................................................................................. --•-------------------------- ------•---------------------------------------------------•--------••--------•----------------•-.•------•.----•--•--------------•-•-------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by the ,oa7 d of health. Signed-- ------ -- ----------------------------- ...---------- fr �Q I ate Application Approved B - ------ � �1.�,,�1•f �T PP PP Y - Date Application Disapproved for the following reasons:... ---------------------------•-------• -----.--------------------------------- .............................•.........._.....--•••--•--------------•-....----------....--•--•----•------•--------------•-•------•--------------•--------••--------------------------- ................ Date PermitNo......................................................... Issued............ = Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ...../..�. N..............OF....... . ' .. �. ..` ......................... (Itrrtifirate of f"Ump incur THIS IS TO CERTIFY That the In 'vidual Sew�e Disposal System constructed or Repaired ( ) by dAN...---. 1jG�---- 0 i.1%46 N-51-4-134C-�--------------------------------•-------------.......-------------•---------•-- Cc Inst ler at.....1.?. ......��----`- Dom" C.... - f'..... ........... /--------------------------- ------------------------------------ has been installed in accordance with the provisions of A//rv�tic e XI of The State Sanitary q de,,as described in the application for Disposal Works Construction Permit No._SDG I� - --- .----- THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE© AS A GUARANTEE THAT THE SYSTEM WILL FU,i�CTION TISFACTORY. / DATE S Inspector �_____---------- 6' 4"L --- ------------------ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH 67� K/..0........O F.. No.. .�1.i .. 1 �-4�' FEE ... ......... . ' ------� ' DiriVoiitti Morkii 01uutitrurfion "amit Permission is hereby granted---Pa- M----- 1� 4�- to Construct ( }6 or Repa' ( ) anndividual Sewage Disposal System ✓ ----at No.. mi -� Street as shown on the application for Disposal Works Construction P it No._ __.. 1_ Dated.......................................... �� Board of IIealth DATE _ -/------------------------------------------------- FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS sue, VE® COIIPIA+I®NWF.AI+T OF MASSACHLSE'I"TS H f 007- EXECUTIVE OFF,= OF EWIRONr�NTAL AFFAIRS _ off 6 ?OOO DEPARTMENT OF ENVIRONMENTAL p l'FiC'I°YOA rk fA UDY ONE WINTER STREET, BOSTON mA 02108 (60)292-66M Ai fiR C-OXE `` SscreRarq DAVID B.1!r..1 JHs ARC-go PAUl�CELLUCCI C0 mm fii' f pft Caoverrm B'nsu fFACE SEUI"Ef Ceram sys'TNB'W"ECT"N"no PART A Pseoer�rAddMa!ta: 8 /�5 -if Zt'1y�� �lan+as+f41� C 1.04fZ %Y1,• _9 Adiress of tierresar:� Data W kupow:ium: iraewa of>ertpa :tl00 I ssu.I D@ d baUo �°tisedlsne 4 i5.3110 of T1/e i(91t)RNNR fti.00ti1 CumawNssslo: s�or�'D`di llAmeAddras:s: !�A�ii��I-x Pc1-C°!/ Tdomme 1Aer 6m " ?�►®1S S�0j,that I '"no 3LA3 i ed CA,•that t;r of tAsstime Of rinspectic,;% The Inspection System ad this address d basd an my and that and sxpe'risne In the Pr���+'�ow is !on ta+d�'" and e:anplata s msire:siance c-1 omft sewage disposal systems. The oystaen: _,� ►asses Conditionally Passes _ Moods purdw EvWuotlon By the i ocd Approving Auth"Ity Fells --- / Dow bes�rrenbisr's NilISM41te: The Bystsm Ir speetor shalt submit a eolaY of this inspection repoit to the Approving Authority loosed of Health or DEP)wtthin tmriy (SAD)dmve of eormlDlsting tN:r inspection. N the system regionaleed system of he$0 Office of the Department toof[Environmental low of 10,000 Pototetien greater, The the OoftMM'"Wid9be 6i'm t„ nl tlneowner shall submit the ropset to the SWOP system owner ap d copies sent to the buyer, If oppltoabh, end the approving at4+orl4r• NOTU AND e::OMMIENTS remised 9;/2/98 Pegctofu • (�Vnnbd on 14yelad Iypr . • SUSSUMAM SEWAGE WSPOSAI SV6TEM MI PKtM tFOM PART A CMI MAT10N toandillesed) Owmir: Dolls f�l kta�astlatl: to 1*60 Eg/�eC'fEG1M B'MMMY: CMA A or O A. >rfsTM I1 A MM: I havrj not ibund any Information winch Indicates that any of the falture conditions described in 310 CMR 15.303 exist. a4 w fallunw �. orlter s not evaluated era indicataid bofow. iL SIOSIEl 4:*NDMKWALLV PASSED: Ora ,r rare system Components as described In the"C+aetdidonal pass*ssetia�pimo to be replaced or repaired. Thn syet:sm,ua- p4 c+o"lation of the repiscament or repalr.as approved by the Food wvw pass. indicate yes,n;►, (n'flat determined M N.or NM ®ascribe b dstam+inatie�n in al instances. H "not determined",expl n 1rrh�f net. The septic tautiu b meta. a+nleso 41re or srpo►agot has provided the system Mspw:tor with a copy of s Csrtl!ioeta oi' Che esanca tank Is Minkschod)inaurJe t the!atilt wfn)Retarded rvitlrin twenty{201 years prior to tire data of td+s irrtsect+on;or tw aaptic tank,whathar of,!►seta,to cracked,atrrfeturaly w,aound, shows subetloced i with adoR PI IN)exil aslant tank etk l ure Is Irnmirwo rt. tysiom w'vl6 pass inspaf:don if the exittin septic tank is rspl+road with a comptyirMy r, approved by the I of Health, j I ¢, age backup or breakout or high ststle water level observed in the dislMbutien boa to due to brokena�I IMw c te► due to s broken,a0ded or unaysR dlatributlon box, The eyatom wbl pass inspecti+rn if lwith approval Health). itrskon Pa(a)are rooseed obstruction Is raetoVed diirtr)butlon box Is isvew lsr replaced The system rauguirad Isumping more then►four tines a year dtue to broken or obstructed pleat). The systaean*i!I pass impaction if 4wKh pK v pNs)aro the Dowd of Hdath): broken p � oirstscuodon ks rsmowd reev:ised 9/2/98 Pap t of el. SUiwvffACE SEWAGE DI'iPOeDAL SYSM911 SIS/ECTMM FORM PART A CER,OI CATM ioanliaw� 6se�4Jt�r Owner � comOwnerof�� Q o o r / 1a C. liJMMM MALIUATION a IdMan,Sy THE SOAM OF HEALTH: Cw&dotw swat which few**further evahustion by the Reard of Health In order to datermine if the systee+is talk*"a 11" dn' �— P!Amk heehh.safety and dw envfo "an . t( SNSI Pill 1iMLL PASS tlI�ESS MMRD OF MALT"OIeM a ACC WffH 310+ II'�C�f11lbl tIUI '!?Aa'.6YlI1t1ElM Mi$KIT PUNCTKISING DI A M OI R WHICH WILL Pl#OTECT??IE PUIN.IC HEALTH Aaro TV AMID THE �'�= Cesepoel or P&V is WAW"50 feet of surfees water morel s soft msnh. Cesspool m privy is w+thin SO feet of a bordering vsgstAsted _7146 OpWALT" p%MMjktAT" TMJ►T Tl+iif S1'S/Flit IS '0 Fun!" IId1ISM 1'Hl1 T THE F1l"HEALTH AND SSAFFiY AND THEv9 • The E"OM hes a c tankendsOR*bsoept wsyst" (&Mendttw SAd is within 100fSetofssurfseaw"w�MYor iTlbus au s water euPP4. 'ohs sgrVe tank and soil abso►Ption System esrd the SAS Is within a tote I of a public watM suppIh well. - fha system s a septic oink and soil sbeorptlon system and the SAS is WNMn 60 k+et of s Privets water supply well. rho syste has•n,►tEc tank end ooN absorption system and the SAS Is lees than tto feat but 60 fast or nicir+r ham ii private ater sappy woA,unless s we#water analysis for coatorm bacteds and volatile organic eompewnds irtnlCaltn rdtst et+a �aM has from Poiketlon from 4hst fseNity shd the prsasfm.e of emmonla nitrogen Bred Mrate nitrogen is e1u411 to Or IFt1i i g Mm. Method used to determim distance n�w� :li OTh PAR -ed�:.sed 9/2/98 PW3of11 • Sti"uRFACE SEWAGE DWPO"L SYSTRA SISFNCTION FORM !ART A CONWICATON(eonlMatodl O. viol 19ALS: You nest indis+sto otdter'Yee"Of"NO" to Mach Of the fOaowing: 1 hw❑detsrrnirted that ons or more of the following failure conditions Mslst Me described in 310 CMR 15.3303. The bssls f,a thIS dttNirinmon Is Identified below. The Board of Health should be Centel"ted to determine a be necessary to Como.i the fall+jr-r. Ya No _ Backup of sewage Into facility or system eomponsnt due to an oaded or oiogged SAS or eessped• Coischiii or ponding of effluent to the surface of the nd or surface weters duo to;on overloaded or ala•gged W a oaspool. S%gde liquid level in thin distribution box at Invert due to an overloaded or clogged SAS or eosspcwl, Liquid depth in caaspool is less than S' ow invert or Oveilable volume is Woo Man t/2 day flow. _ f;squired punting more than 4 as in the last year JW duo to clogged or obstructaod plpe(s). Mumber of times pumped _ Any potion of the Sall orptlon System. cesspool or privy is below the high groundwater elevation. Any pardon of a slro®1 o privy is within 100 to"of a surfaoo water supply or tri4utaY to a surface Witter wipply. y Any portion a cesspool or privy is wid+in a Zone 1 of a pubNO wdl. _ Any n of a Go")"o►privy is within B0�fm of s private wear supply wall. _ y potion of a cessl or p 1r is isas•than 100 fast but tpeaar than BO fact from•a private water supidy Wail vv th n) cfocaptabta water quo analysis. Of dhs wsit has been onahled to be acceptable,attach Copy of.wel4 water a+alyris fo3' coMornt bacteria, voi+rdle wgwfic compounds, ammonia nitnrgwf and nitr$a nitrogen• L iAill(it=IrVMN FALL: You rin�st indl;$a eftewor"Yes" or INC" to each of the following: The Ibllowing enteric apply to large systems In addition to criteria above: The ,Iystsm serves a faC8lty with a design flow ,000 gpd or grafter Merge system)and Vie system ie•eigrdfbsrnt !r►art t!s pubNe hsot:h and so"and the onvif onment bee am or mots of the following conditions*Wet! Yes No i wow supply fin system is within 0 fast of a owl drinking 3pp r ri!►a system Is 200 feet of$trlbrrtwy to a surface drb*Mg was►sufppiy +t1re s Is toe$ta'o in a nitrogen sensitive ors$fintedpn NIo*wod fyotaaden Ana WPA)or a mapped 2c3ns!0 of.$!pultti0 wag) The owner or o of any such system shall upgrade the system in WOOrdanos with 310 CMR 1 S.S54i2). pies"canotdt tits,local n3p3ianal Of1lr s sf " Mm for further 6nfcntriedon. revised 9/2/98 6U1gLW#ACE SEWAGE ONVOW STSTW 64PW WAPART 6 CHECKLIST reoa �. (� Dow`d i e we►.I•t the fetlaw";have boon dons:Ya►must Indicate olden"Yee" or "fllo" a,to oseh of the folks airM4 NO the owner,000upafrt,a•Soerd of H92111h- Purn+ping lnfarmeation was provided by r far at least two weeks and the system has been roe 6 pw C11 tied bear Nana o4 the eyetern cosiponenes have been pumped �eat thbe rates durbW that paried. Large volumes of water have not brim introduced Into the system fecontly or as pn Inspection- As built plans have beano obtained and oasmMed. Nate if their are not eVOIIoble with#I.W The facility or dweilinfi was Inspected for signs of eowage book-up, The system does not rocsivo n°n•sanitsry or b%WSUW waato flow. The site wee Inspecto l fof signs of breakout. /►M sY componerr:s.sxcluang the Soil Absorption SYstspm,have been iocetad on the oito. 1•ha septic tank monhsies were uncovered,opened,and the i{ntorior of the septic teal:was Inspected for condition of bodies RK tees.materlai of ccgwtmction, dimensions,depth of liquid„depth of sludge, depth ref scum. 1'he size end location of the Soil Absorption SYstem on the site has been determined booed ore: IExlating Information. For eaamplo,Plan at 6.0.k. --�" r Part C Is at Issue. apprcxlmstion of d)stsnce is ur rteeepdrbNi} { related to o ,v l�tsrmeined in the field �rf any of the fella ro er terra elate 11li.S021�}Ib}l e The fseWty owner laced Occupants.If different from owner)'wen provided with infofrnation on the prapor mnhnienonce Of It"Surfece Disposal Systems. revised 9/2/98 lodesaat11 I ' SUIISURFACK UWA®E DISP"AI SySr Bl lMsf'BCT"fFOW PART C sriTm sworn irm �r -V4 C!z4tel )�r'rzc V Dam,01 lassieat(�an: FLOW COND"W"Is tDss�ipn�flaw: . Qlap.d.lbedroorn. I oMor of bade ifmorns N n1:� Bomber of bedrooms taetuell:.� Ttatd DI�MiN aw� furrdror of ow imi:raekfente: Aarbrgs grinds?{Yes or++of: rf s,eoparsae irrepeoL n realuired Laundrt Isew"110 sy~l "or not:1a.. Ye t.ORWO sYstanI Inspuolsd,(ems or tot �� `('a �Q/ sess,at!rd use I',es or rrel:k v b7 `� 5 Water Inteter licubmBs,H a to fleet twos Yowl*usspe(ppdi: G O ` i lornp Pump Ir!e or nol: Laat dims of oWaup QY,; xli 2MrI TWO cf ostabHu 4tow: Desiii"IOow: a�(sssed en 15. Basks rm!do$W flO r small tra(r prnssm:fYes a no,) _ induirerld Wsn's 0106*q Tank :lyis or no)_,,. Kowersytary u1asroa�scharOed the T16o E system:tYea or 00 _. T-- Wetw rnater n1sdinos,It a Lost date®f a eulmareY: OTHWN-IDesC*41, 7wod76 .sat date of at, 'CPU OND lrrf pmlitlorr: (,�/P'j 5/ s �f iNn pumped ae psh of inspection:(Yee Of no [ L / It ye3+,WON" a pumped. Re"'On for EMI - YTPE I!r!'I'9! SspRic tenlai Isell absorption system Ski$a coaspo®6 Om low twepoal "—' (yq of not (if flee,attach previous inopet:don roeerde,if anyi s4ha�rd sYstern IIA 1'schr4ftpy ate• Attu:#;COPY of up to date operation!end mndntonaw aore�ect ..._.M.. TiBh; TWO: �CopY of 0,600 Approval AWK4)iwA1?E AOIx of ail mnponenta,date iratalled fit known)end source of Information: — — swapeden deat:ted who"4rrlvb0 at the site:(Yoe or not �!Ib rew:.sed 9/12198 t�`of11 s6f11tI WACE UWA69 91181POM V STlM WSPWCT*N RUM PART C SVVTW OPOPMATIM loondmG* fw7 are.d e'6!'fly .UlLc" iWoate an olts plan) u Dwo below guide•, la Wlalsrw of 6M.auoffion, aeon:ron,,4 we_Other lespiakn) _ — -�,- Disarwt rivsas water eupppi,wog or euotlon Mne _ ®iweNeulr strldsnce of iookop.eta.) rrw co "" foe tdN9o+t of jenirnts,Von", !t!'1PIC:TAttfR: occo s an albs is ! Depth!below 1p edo� �othorlaxplain) laerpti of eonntruction:_toonreto-Motel„ Aborglos —pel�ethNeo Is eonlMr rod by C.Vgeots of Cewnpi�noe—(lfesl O) K to-it is metal. Rat oge_. �Naerrs�orts:� t� �/ coop depsh:_. ®Istsneo from iop qJ •to bottom of Outset toot or befft d seton v*Amos�G osws.r:oe from iAp of sotan to top of outist we or beffh: - we"Wiso keno itottnrn of swum w baSyl of Outlet we or".-AL low d6ronsle%si we"deten ilk+od 3d kff �Comnwints: eg►!t1'� 1►sournnondat on fol,pumping.condition of in and O of tsa�ar boMes,dspVt of pout oreel in stloro 0 outi nvert,struct�t.l ice,®etity, cww "dwtc;s of Wilt one.! i'aE�i';__. %note on slts Olen) DWh below®+ado:._ Waftial of ooe,strue4013:_,concrete_�rtatsl_ aee �pel9n�+inlene_otltsrtertp)etn) Saw tMaknXs=vnto,,tw Wetnrnc,o fro to top outlet too or baffle: pbannue froawn bottom of outlet tee or baffle:__ Dols of lost Cominants: ping,conditlon of htlet and outlet teas or befNes,depth of liquid level in relation to outlet intrert,sbuctur rl lMegnity, o"Irmw of l re-ri.eed 9/2/98 AytlofIt SUBSURFACE SWWAGE CaPi"*"TINA i18 fPEC"M O" SYSTM WO1EMT0®[18oae1M0" c6e ilaeW a� c o (4 (� T1011T 19R M.D"TAM:_..,., i4ank"mat be Pumped prla to, Or at ttreme of,i;nepecdanl (Wart on Nee IAenB Depth it elowr g ade:go _ pN,s"eno--po sertexplein) mmuchil of cor Ow don:,_...Concrete,,,,,�R+seW6�Fibee phnr�eutione:r r - DWNFe�ffoar:e,_.._ 4, of Atnn prWow"._�- Alain lovel:,�.^_..r. Wrda:Yes� Itlo,Dap'e4!p rovio•rs p1lit(�`OM M U'. wltchet,etc-1 condtion Of k'Awv tee. end float t i _ (oceta, ---------------- on*-to 0wo Deit(t of t":l tve: move Oudet lnvwt:.- ``� Cor�+t+er To. motel if level find diuWbution a cauWl,evidence of aoHds oWnYovMr, avid of Heoka nt0 or Out Of brs, 11oce011 on ON, plan! Pump In wO104 cirder:lye@ or No)-- Ale-im in workin®order iYOG Or NO)-- C-Wr'R*"iN: sncse,etc,l —�-^---� (noel tsondidon of pump chmn*er,Condition W mpa erld Wppartw+ revised 9/2/98 OPIA =tal"MACiE SSWAQE OWPOSU SYS'M�Jf PANT C SVSTfW NPOMASI IN$ossrli 000 r @Ms of beswaafM a' LO(cF ,�� W&nISOl MNI tlrfisVA is"►d requited,iooatlon mny bs approxierd by nonintruslve rmethods) roe@*9+.1 OM on,if posaiblo:exeovodoe►not roep+ mat if not Mroatud.a;tpidn: . sue•_.. --........`rprmbw.� bsoh4'q plu leaahl-M)etnmeh S.rrmnbs ,- leach)y®spaeias.nwober:_� ie"NIIS we"IM,nwfter, IssM''ll fidids,nymbor,Qyranaiona:r /normative system: -- NanN of Teolaralopy: l:en►rna'ts: station.etp.i Inots cc,ndltion of 804,si f hofft"die fwwo,oval nd"G. damp sail.cot on of veg 'TAir s� IA Itoeae.on ahi�ftan► Numt or eed ounflgln•atlon:�..e..._ napih4op of Y;pA d to lfW{nvort: so%of*00:Wfor._ --OW11 of seam lsryor: Olmunsona of a►aepoe{: R outriais of cc ttoftWW": ..,....�.. Inaciff en of wountowle►. infkmo Inwapooi pumped as part of Irrapeeton). ---- _...__ Conv+toextta: {noes,eandlOor o9 cal,signs of hydroulia:fapwe,level of pending, eomiltion of vegetation, afo.1 rev: omit Wake plan) M6atswWs of ernamicton: Q{nosrrs�ona: _. Commemts: Inotar aaneltlor,of sea, lgrw ad by :f nufs,level of pondinp, oondtlon of vog tvdon, ate.) ^� revised 9/2/98 fttfof11 S;OFJWACE UWAGE OWPOEAL SYSTM NOPWTOM POW PART C sYsnn OW4VAD►TI M(OW& OM t obi MUC:i!Cf WMAGE DEAL BYST"anent reference IsntltMtks tesreohrmMks t�®Ii tAti to at)seat two to"" d weRs within 100'(Late"whwe PUWIC water supply oomos lirdo house) 0� W revised 5,/2/98 Pap 14of R SUBSURFACE SEWAGE DISPOSAL SYSTEM NSPECTION FORM PART C SYSTISM Il1EPMMATWN fee►s>F*vadl �1 No of Inspection, . L® c��© a NIICs floport nerte Soil Type Ttrpksl dwh to Woundwaa► ,_ tlSGS Cnta wobalte visited ObowvaMon Web checked aroundwaw depth: Shgow Modseat* CkMP SITE EXA14 $10" Surface wear Check CORO !Shallow welb Estimated Depth to Groundwetor Y®Feet Pas*e indicate dl tha methods used to detori'line high Groundwatw Eievedon: Obtained from Design Plans on record Obarved S;te!Abutting proparty,obsorvatlon hole, basement sump*to-) petwminad from local condidons Chocked with local Board of heshh Checked FEMA Maps Checked pimp"?*coeds Chocked local excavators.6notaUws Uisd USGS Data p*ecribs hew You Ntab"shod the Nigh Grcundwstsr Elevation. 1 me be eomplot,sdl 4 h - revised 9/2/98 97 --97 --EXISTING CONTOUR N �o - PROPOSED CONTOUR x 100.98 EXISTING SPOT GRADE LOCUS W EXISTING WATER SERVICE ree�a, U UNDERGROUND WIRES r a e TEST PIT /70W 01, BENCHMARK LEGEND Lakeside Or O W O 0 O O O Tl m m m v m 0 Shubael Pond akeside Dr N LOCUS MAP NOT TO SCALE �.o • cps 1 N 55'57'35" W _ T1. ' -� ¢ 5p�26'00'� x 112.56 gg.89 \` i' 111.1s -�/ +61 111.59 X. `.\ EXISTING SEPTIC TANK �' 110.86 TOP OF TANK, EL.=102.07 3 x � ---L0TS-,3& 11 ��\ INV.(OUI)=700.74t MBL 103=120 N M 36,686 ±SF �� �\ I Icsi Z N ' x 108.62 \ O EXISTING LEACH PIT (PER RECORD AS-BUILT) �, �\:� SHED x 1 .38 TO BE PUMPED, FILLED W/SAND & ABANDONED BENCHMARK SET q OUTSIDE COR./BOTT. STEP -Apo z EL.=104.56 106.97 � _. + \ S 57'44'41 E x 106.78 0' 0E 107.53 x \ � 1 ' e \ _ e613 \ 10.00, edge of cle ring ` \ x +109.03 107.35 10 106.43 \\ 6. 103.68 103.80 ,�� WgLC 106.53 \ 109.27 i HE D 0 104'95- _ 103.49 O \ \ x t 07. 1 19 106.23 ' h�- ��`$;.j \x N O O - \ 103.93 DECK ,�03.89 \ 3 TP-1' TP-2Y�-33r 03.92x \ 104.28 \ �\ z FENCE 10 3,T7:� o FENCE DEC EXISTING \ '4 Lo HOUSE(124) '. 2 M t 102.76 AL P{105.02 8_1 T.D.F.=104.3f , N PORCH ;.,: fD p M �xg .:.::�:... �... _ •104.24 _ En _- r\ 0 102.92 103.37 WALK '"=:;: :;.:.. =:: M <bRll%EWA.Y` 03.98 •� 102.93 \ .m x 103.13 ......... .....,<�..� � +103.49• 101.14 2.8 ` - 100.24 ' 186 g2-^-_-x 10� 101.26 Y 10 . I GS99.42 S 60'06'30" E 98.55 97.93 edge 97.76 Of 913,93 pavement 100.01 101.12 101.68 102.59 ROSELAND TERRACE o� PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN McENTEE CIVIL N 24 ROSELAND TERRACE, MARSTONS MILLS, MA No. 35109 Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 G/STELE \ Engineering by: SCALE DRAWN JOB. NO. S OWNER OF RECORD E Inc. 1"=30' P.T.M. 101-15 QUAST, ERIC P & CHERYL C Engineering Works, �I (� 24 ROSELAND TERRACE 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. MARSTONS MILLS, MA 02648 (508) 477-5313 2/16/15 P.T.M. 1 Of 2 t� I .Iy NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL.=100.6 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PROPOSED D-BOX PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET &OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S. SET TO 6" OF GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND T.O.F.=104.3t SET TO 3' OF F.G. TO SERVE AS INSPECTION PORTS F.G. EL.=104.0f F.G. EL.=104.0t F.G. EL.=104.0f F.G. EL.=103.9f 3'(max.) L = 42 _ ® S=1% (MIN.) p"SC 0 S=1% (MIN.) 4"SCH40 PVC 2' LAYER OF 1/8" TO 1/2" H4 PV 4 C s'' DOUBLE WASHED STONE 10"I " 6 aaaSaaa (OR APPROVED FILTER FABRIC) 14" 6aaa6aa EXISTING 48" LIQUID WOODEN a -3/4" TO 1-1/2" DOUBLE LEVEL ADD PROPOSED 4' 4.8' ¢' WASHED STONE GAS BAFFLE INV.=100.32 INV.=100.15 INV.=100.74f D BOX EFFECTIVE WIDTH = 12.8' EXISTING 3 OUTLETS INV.=100.10 EXISTING SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN H-10 RATED u NOTES: TOP CONC. ELEV.=100.9t 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE BREAKOUT ELEV.=100.6offiffm ease INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=100.10 EB6a 2) D-BOX SHALL BE SET LEVEL AND TRUE TO aaaaa eases GRADE ON A MECHANICALLY COMPACTED SIX BOTTOM ELEV.=98.10 INCH CRUSHED STONE BASE, AS SPECIFIED 4' 2 X 8.5'=17.0' 4' IN 310 CMR 15.221(2). 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' 3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL L 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. BOTTOM OF TP, EL.=92.3 = (NO GROUNDWATER) SEPTIC SYSTEM PROFILE SOIL LOG DATE: JANUARY 21, 2014 (REF#14,617) GENERAL NOTES: SOIL EVALUATOR: PETER McENTEE PE(SE#1542) WITNESS: DONNA MIORANDI R.S. HEALTH AGENT 1 BOARD HOF.HEALTTHANGES TO TAND THE DESIGN HIS PLAN MUST BENG NE APPROVED BY THE LOCAL ELEy. TP-1 DEPTH ELEv. TP-2 DEPTH 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 103.9 q 0 103.8 p 0 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SANDY LOAM SANDY LOAM LOCAL RULES AND REGULATIONS. 10YR 4/2 10YR 4/2 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 103.4 B 6" 103.1 B _. g TO INSPECTION AND .APP_ROVAL BY THE BOARD OF HEALTH AND THE _ ' DESIGN ENGINEER. SANDY LOAM SANDY LOAM 10YR 5/8 10YR 5/8 ; 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 100.9 36" 100.8 36" FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN C) C1 ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. M-C SAND M-C SAND 2.5Y 6/4 2.5Y 6/4 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 95.9 C 96" 95.6 C 98" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. MED. SAND MED. SAND 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 2.5Y 6/6 2.5Y 6/6 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. 92.9 132" 92.3 138" 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERC RATE <2 MIN/IN. THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION. NO GROUNDWATER ENCOUNTERED 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. PORCH ExIsT7NG HOUSE(#24) DESIGN CRITERIA T.O.F.=104.3f DECK s�• �,s• �� NUMBER OF BEDROOMS: 3 BEDROOMS _6 7. ' 3j 60 TT SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) DECK .2, �• tab DESIGN PERCOLATION RATE: <2 MIN/IN j - S. jc'i DAILY FLOW: 330 GPD Z 25.0' DESIGN DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF S.A.S. LAYOUT .74 GPD/SF EXISTING SEPTIC TANK: 1000 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 24 ROSELAND TERRACE MARSTONS MILLS, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632 BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. Engineering by: SCALE DRAWN JOB. NO. TOTAL AREA:... .......................................................... 471.2 S.F. Engineering Works, Inc. N.T.S. P.T.M. 101-15 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD (508) 477-5313 2/16/15 P.T.M. 2 Of 2