Loading...
HomeMy WebLinkAbout0621 MAIN STREET (COTUIT) - Health 621 MAIN STREET ; Cotuit A = 036 - 062 - -- -- r� I i I I • No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for bisposai *pstem Construction Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System Individual Components Location Address or Lot No. &Lt tfty"A WY,64, Owner's Name,Address,and Tel.No.EI a 24t, 6-YK Assessor's Map/Parcel 0%, Installer's Name,Address,and T 1.No.J-9,jy l.;l• %C.r�� Designer's Name,Address,and Tel.No. m. S 2k Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided A gpd Plan Date Number of sheets Revision Dab Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) nor" P •L-= ( N�i.f�/ /� i,o✓��` f' '11S let `I tt 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. s• Signed 1,✓ Date ® f 0 ILO�- ,r Application Approved by Date Z Z Application Disapproved by Date for the following reasons Permit No. CN<r I OCT Date Issued L `1 No." Fee " THE COMMONWEAL*OF MASSACHUSETTS Entered in computer: ee/ j � PUBLIC HEALTH DIVISION - TOWN-OF BARNSTABLE, MASSACHUSETTS Yes ' i Yi�atiotY for` is osaI Apsteln Construction 3pPrmit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System V1 Individual Components Location Address or Lot+No. 1h b .n l't Owner's Name,Address,and Tel.No. y y t 2�tJ Assessors Map/Parcel Installer's Name,Address,and Tel.No.'� � ; C 1 i,b4 Oro Designer's Name,Address,and Tel.No. t, Type of Building: y�•�1 m \`� Dwelling No.of Bedrooms 1 L✓' �/; Lot Size sq,ft. Garbage Grinder( ) Y Other Type of Building No.of Persons . Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) ,•'�i.!l f�j-w` gpd Design flow provided / ! - gpd Plan Date , Number of sheets Revision Date, l �: Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) ;ems_, t IC4./ ¢�Se tier M 'Rl n1' ,# J9 ''s.« d+�A +�"k1 - 4. `\.eS y- Fi..c.✓' � A)A r�l `"7.P t`- .vA+�r<%»�. 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 Pi f,`l !�.t►N Application Approved by Date Application Disapproved by '� Date for the following reasons Permit No �' "" » Date Issued , s 4 f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS UA (Certificate of Compliance ( THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V`)' Repaired( ) Upgraded( ) Abandoned( )by ►,. � t at �,� 1 ANc t +� A L.-r �. .r��_.] has been constructed in,ccordance with the provisions of Title 5 and theAd Disposal System Construction Permit No.IMj_J)q�_dated h A W r -. ;Installer i • .,. :� _- igner -11 "' #bedrooms Ap proved design flow gpd The issuancewof this pe-rrmitt shallrnot be construed'as a guarantee that the system�_A- l,-function as (deessiignied� / '� �� �r�rt�, Date ;a '7 M! A I Inspector"vi _14i R ri �i _. .-_. - - - . _ t. d„ No. Fee v THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS 'a Misposat 6pstem Construction i3ermit ri Permission is hereby granted to Construct( .)'� Repair( ) 'Upgrade( ) Abandon System located at f 7.I 1 r W'rl S and as described in the above Application for Disposal System Construction.Permit. The'applicant recognized his/her duty to comply with Y:. Title 5 and the following local provisions or special conditions. ' Provided:Construction must-bye completed within three years of the date of this permit. DateJ � �' i' APProvedby TOWN OF BARNSTABLE LOCATIONW :AAGt4 St SEWAGE# 90(cf -C737 'VILLAGE (-,";;r ASSESSOR'S MAP&PARCEL , -06 Z INSTALLER'S NAME&PHONE NO.Qo`�&e, A 31 "Ae ni T JC SEPTIC TANK CAPACITY / �_Q Q ll LEACHING FACILITY:(type) y zp r cO h-alb(/�iMOi assize) /2.9 k y7 NO.OF BEDROOMS OWNER Tr%tSas�y PERMIT DATE: 1 -.2 -1`1 COMPLIANCE DATE: Separation Distance Between the: ,',l 0 roe Gc f 1Pe4c 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�' CN 0, LET r.. � t El � N — —--- of — ti �� � ` �/ �� � �. _ � e _ �a ® - � � �. _� � �, � � '_ G �t �� � � � --� � ` \\ �' _ . i led No. d 1 s Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS 2ppfitation for Misposal 6pstem Construction i3ermit Application for a Permit to Construct( ) Repair(,.,/Upgrade( ) Abandon( ) �mplete System ❑Individual Components Location Ad4ress or Lot No. Owner's Name,Address,and Tel.No. "1a' 0117 Assessor's Map/Parcel iel"' Oej Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. f�v esA 3tauj4 el,e-er I N f Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building f No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank / Type of S.A.S. '� -�O SC�O �Glf�rJ FG/�CKYC Description of Soil Nature of Repairs or'Alterations(Answer when applicable) A) 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 o t Sign Date / Application Approved by Date Application Disapproved by Date for the following reasons Permit No - -o—t) Date Issued r No. `I � N Fee d v THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: .......... omputer:� ,l ' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS yV Wication for Disposal 6pstrin Construction 3pPrmit Application for a Permit to Construct( ) Repair(Upgrade."( ) Abandon omplete System ❑Individual Components _,,A,` Location Address or Lot No:�Q��L(�;�, )t y:—" � Owner's Name,Address,and Tel.No. C �vt�- Assessor's Mao/Parcel Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. A IG t - Type of Building: Dwelling No.of Bedrooms Lot Size ��-/qn sq.ft. Garbage Grinder( ) Other Type of Building /p 5)�to - � No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow,provided 15(ao gpd Plan Date 0 . /V— Number of sheets. Revision Date Title Size of Septic Tank�/ �Q(') Type of S.A.S.��.J �� �„/Jn..l /1,�.✓l Description of Soil 4- Nature of Repairs or Alterations(Answer when applicable) / p CLr 1� t 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. Signe Date Application Approved by Date Application Disapproved by Date r for the following reasons Permit No., Iq c—(�'.i�j /,7 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ` ) Repaired(., Upgraded( ) Abandoned( )by'�C2 S at Aas been constructed in accordance with the provisions of Title 5 an e for Disposa onstruction Permit No. ° r 7 dated '.- i Installer. A Designer_ V t A IV-,o-i,n jr I I)A-d iC S #bedrooms Approved design flow gpd The issuance of this permit shall not `e const ed as a guarantee that the syst will fix,ct o as igned. Date "' j Inspector.,,, ----------------------------------- ------- �' --------------------------------------------------------- FeNo _ �- —{i' _ - e THE COMMONWEALTH OF MASSACHUSETTS - PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS Misposal 6pstem Construction permit Permission is hereby granted to Construct( ) Repair( �� Upgrade( ) Abandon( ) < System located at �i �� n ��, �j ,��v f i_ y� � .�_d,� 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 completed within three years of the date of this perms\t. -- Date Approved by `� �- Town of Barnstable Regulatory Services BLE, Richard V. Scali,.Interim Director BARNSTA �.�� - MASS. �$� Public Health.Division rFDMp�a Thomas McKean,Director 200 Main Street,Hyannis,MA 0260.1 Office: 508-862-4644 Fax: 508-790-6304 f ) Installer S Designer Certification.Form Date:. �(Zi t � � Sewage Pemit# d 3(0� 'f 0, -Z Assessor's Map\Parcel s Z— �'1 C C,X+z:e 0 Designer: L r�r. ; n� t"t(!AL S I+tr� Installer: Address: I�Z �t�tlf�CsiC,/cJe1i Address: On 1-.Z2(date) L was issued a permit to install a (instatter) septic system,at zI td�V1:. basal on a design drawn 1iy (address) Cn n �e� t 11 -_�-- � r cs;, bLs Jk( 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 distribution box and/or septic tank. Strip out (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 R Local.Regulations. Plan revision or ccrtified as-built by designer to follow. 'Strip out(if required) vas inspected and the soils were found satisfactory. l certify that the system referenced above was constructed in � with the terms of the FA approval letters (if applicable) McENTE£ (Installer's S.i�nature) ctvt►: Np.35109 O ga,R�OISSE� � (Designer's Signature) (.Affix Designe ere) PLEASE RETURN TO BARNSTABLE PUB,LIC 'HEALTH.DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BDTI-I THIS 1FORIVI AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC .HEALTH DIVISION. THANK YOU. Q'Septi;-DesignerCertification Form Rev 8-11,4-1 3.doc Engineers note:This certification is limited to an as-built inspection of system components as installed prior tobackfiil,The engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backtilling to specified grades with proper compaction and c-eiting risersfcovers as shown on the design plan. Peirson Childrens Trust Elizabeth Peirson Trustee 621 Main St. Cotuit, Ma 02635 f January 8th, 2019 Town of Barnstable Health Dept. 200 Main St . Hyannis, MA 02601 To Whom It May Concern: regards to our recent request to upgrade.the septic system to Title 5 , I affirm with this letter that the home at 621 Main St Cotuit, Ma 02635 has been a five bedroom home in our family since 1880. Attached is a simple sketch of the floor plan for the first and second floor. Regards, Elizabeth Peirson Trustee 1 P-5 T dA2 �� VIuoM BA7X,P�ry ;�574z5ZIA)V4 (� / /�ivSr caTcrrT 5r� 0 Fco� �jq�1N ko/t/( �O � l �itisr ceru ir Town of Barnstable P#_ 1 z, 7 Department of Regulatory Services: Public Health Division Date 1639 ���.� iw Moin Street;H annis MA 026.01 X f r Date Scheduled MG%cal 2 -zoi Y' Time .I/.Q 0 Fee d. �( U� I �O t Soil Suitability Assessment for Sewage Disposal Performed':By: Witnessed By:PC,? AS11U."Q , S LOCATION& GENERAL INFORMATION Location.Address 6 2V /?4-'.4 S 7- Owner's Name. SAS�v1 1_e Irjo" Ad;rest' I431 s• 4 C�Av1 �,11f d Map/Parcel: ® � O Z Assessor's Ma P Q3�, ��pZ. � Engineer's �_r�•� �K` NEW CONSTRUCTION REPAIR- Telephone# — 177nr3ll �S•r hf� ' �' Lend Use' Slopes(0/0). Surface Stones Q� Distaacc's;from: Open Water Body�7} 3� ft Toss.ible Wet Area�r,,`��p ft Drin6g Water Well C ,-O ft .Drai rage Way /-y ff Property,Line o� ��,ft Other ft t .CfKETCII:(Sgeet<name,dimension of jot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) 1 _...... ._. . _ __ _.-. i Z ��•V-e Parent material(geologic) V- �' �`' Depth to'gedrosk / Depth to Groundwater..Standing Water in Ho le: . . Weeping from Rif flaee �G { Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TA13LE Method Used: . Depth Observed.standing in ohs:hole: In, Depth tosail mottles: -• in: Depth to weeping from side of ohs:hole:..---- in: Croundwater Adjustment'_ ft. `Index-Well if ---Index Well level;,. Actij'fact,_., a_ Adj. PERCOLATION TEST DWe� Thrie Observation. Hole# ` Time xtV' Depth of Perc: 369 Tlme at 6" . �.. �. Start Pre-soak Time'Q 2`•T en ct�t 71mc(9 .6") J � End Pre-soak + RafeMin:JInch Z—Z -Z F� Site Suitability:Assessment: Sitie'Passed U/ Site Failed: Additional Testing Deeded Original: Public Healtb:Division Observation I--Iole Data To Be Completed on Back *:�*If percolation test is'to he:conducted within 100' of wetland,you must first notify the Barnstable Conservation Division at least one(1)week prior to beginning. Q:\SEMOPERCt'ORNI.DOC du/f d ` DEEP OBSERVATION HOLE LOG. Hole#,-- Depth from Soil Horizon Soil Texture .Soil Color Soil Other III 1 Surface`(inl) (USDA), EMunsell) Mottling (Structure,Stones;boulders. n i ten ravel C�—S A Lam, t►�r11 l 0 ►2 z to Z LA is fry ��. '� `4 Y .• n . � - DEEP OBSERVATION HOLE LOG ,-.- Dole# -Z Depth;from Soil,Honzon ..t SoilTexture Soil Color Soil' "Other S.urfaoe(�a j a . '(USDA) (Munsell) 1':Moitling� '.(Structure,Stones,Boulders. ' Y= Consistency,% ravel La ci. I VW G.c DEEP OBSERVATION DOLE LOG Hole# 37_ Depth.from Soil Horizon Soil Texture Soil Color Soil. Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,.Bouiders: Con istcncy.%Gravel) Z. 514, t . DEEP OBSERVATION HOLE LOG Role# � Depth from Soil Horizon Soil Texture Soil Color Soil Other,, Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Cons, ten ra o-� A 10 YC •�c1 lt� t2 ]Flood Insurance Rate Ma Above 500 year food'boundary :No_ Yes Willun 500 year boundary No.M Yes, .,P 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 f area proposed for the sail absorption system.. If not what is the de th of naturally occurring.pervious mater►al? p Certification I certify that on I�LN S (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 tra' expe�se and experience described in 10 CMR.15.017. / Signature Date �[ R FORM.DOC :\Sl''fIC\PE C . Q .E .................._.._.._: f ► y' CB LEGEND �,,. N _ - 98 -- EXISTING CONTOUR °sf ts.01 .77 r x 100.98 EXISTING SPOT GRADE a 62 PROPOSED CONTOUR � oia %os.08 © I H. -- OVERHEAD WIRESA°�t',Q 1 dry/ EXISTING WATER SERVICE m G EXISTING 6AS SERVICE �09 S ,.POOC\ ; s TEST PIT LOCUS AREA ` BENCHMARK �® 105:39 IO BLS. Qe�o`1 Ay l 104.41 - e Q o, L 1os e� r DECK C� r LOCUS MAP 1 104354 NOT TO SCALE GARAGE ap¢ 1 103.94 i�--- Qom- EXISTING G/ �, 1o3.2z HOUSE621 � C# ) / 1362 GENERAL NOTES: T.O.F./VAR/ES lo4ao 3.35 ' o 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. t 103.04 � �� ' 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x10-4 y x. �_ BH - �o. OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 103.90 x 103.82 �� 04,05�- 4102.SY r a LOCAL RULES AND REGULATIONS. 1 �J 0333 l�-�-- BENCHMARK PROPOSED loz.s3` 102.84 �a ( �I a SEPTIC TANK �`� 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR ' °'' -���_ TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE OUTSIDE CORNER BOTTOM STEP + - �. ° DESIGN ENGINEER. 102.83 102.34 Z O EL.=104.09 '+ b'� 10I'�� 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING O 1 \ ° FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN t 10233 ENGINEER BEFORE CONSTRUCTION CONTINUES. . �..:..YAOI.BQ fQ•Vi OLtibF 100.80 4�. �\ �. '.'.: } 01.0 1 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. 102.65 /i- ;. SPIKI: �] ;- o • -TP-3 ! fi ' Z 0 � l 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF TP-1 CD 1 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF O x o2.a1 1o0.ea TP-4' o POLE 1 0 TP-2 50 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 'L r •i 101,6Q '\ ATCH HAS 101.18� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. y/ 1 i 101.4 100.0 't 0 1 N�: 10033 :. t � E � CATC BASIN loz.le • ,_ - ' .t1o1.03 •, .` ; ..;... ,., . �/�/�/� -----, � � � 0�,:;:•,:�,.. w 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. 0 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS 100.4e . •. AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE EXISTING LEACH PITS [-x s9so------100-----_ ____�69-- �- 1o1ks DIRECTED BY THE APPROVING AUTHORITIES. TO BE PUMPED, FILLED WITH \�•`_ +99.az ��i'��I a 1 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SAND AND ABANDONED ed'ero£LQw 12.1NVERT m 1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR .TO BEGINNING • 9._.. ... 98.0 5 CONSTRUCTION. _ _ 11.. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 100.95 x`°°.84•, . PARCEL ID: 036-062 - I, 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). SHED 62,790 ±SF PROPOSED PRIMARY S.A.S. II 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 4-500 GALLON"CHAMBERS 102.18 I 101.47 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. SURROUNDED W/4' STONE I 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND S 87'34'00" W r NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. " 246.14' POLE 14'. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC ( N* OF MAss 1o1s9 gcy J p 10 ce SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. Yo PETER T. �, 102.10 PROPOSED SEPTIC SYSTEM UPGRADE PLAN MC TEE CD CIVIL N 621 MAIN STREET, COTUIT, MA No. 35109 OWNER OF RECORD Prepared for: Susan Peirson, 1431 S. Ocean Blvd. 20, Lauderdale By The Sea, FL 33062 \ t PEIRSON .CHILDRENS TRUST Engineering by: SCALE DRAWN JOB. NO. { PEIRSON, ELIZABETH L & 1"=40' P.T.M. 11 5-18 NICHOLAS D TRS Engineering Works, Inc. IC MAIN STREET 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. COTUIT, MA 02635 (508) 477-5313 3�14�18 P.T.M. 1 Of 2 r I NOTE: TO PREVENT BREAKOUT, THE PROPOSED t FINISH GRADE SHALL NOT BE < EL:98.0 i SEPTIC TANK FOR A DISTANCE OF 15' AROUND THE EX/STING INSTALL RISERS & COVERS OVER INLET PERIMETER OF THE S.A.S. ^" HOUSE(#621) AND SET TO 6" OF FINISH GRADE. PROPOSED D-BOX PROPOSED S.A.S., T.O.F./VARIES-' INSTALL WATERTIGHT RISER & PROVIDE ONE ACCESS MANHOLE TO WITHIN 3" COVER SET TO 6" T GRADE OF FINISH GRADE' FOR INSPECTION PURPOSES T.O.F.=VARIES (106t) PORCH F.G. EL.=105.Ot F.G. EL.=102.0± F.G. EL.=101.0t F.G. EL.=100.8f MAINTAIN 2% GRADE (MIN.) OVER S.A.S. � O L = 30' L = 23 L = 23 ® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 6" as g as 10I „ 14° 6" 1300000603B®a86 J O INV.=98.40 48" uoulD LEVEL ADD 4' 4.8' 4' 1 GAS BAFFLE INV. PROPOSED INV.=97.73 EFFECTIVE WIDTH = 12.8- JIM . INV.=98.15 D-BOX .. . . .. . . ... INV.=97.50 I to o I. 4-500 GALLON LEACHING CHAMBERS I D o I`" PROPOSED SEPTIC TANK SURROUNDED WITH STONE AS SHOWN i cn m 1500 GALLON CAPACITY H-20 RATED I CONNECT TO EXISTING 4" SEWER OUTSIDE HOUSE: INV.=99.0(VERIFY) TOP CONC. ELEV.= 98.6f i 1 8 BREAKOUT ELEV.= 98.00 INV. ELEV.= 97.50 aaae NOTES: eases aaama SEPTIC LAYOUT 6aa6 66aaa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & BOTTOM ELEV.= 95.50 INVERTS EXITING HOUSE, PRIOR TO INSTALLATION 4 X 8.5'=34.0' I 4' AND THAT ALL SEWAGE FROM HOUSE IS DIRECTED TO 4' MIN. OF NATURALLY OCCURRING THE PROPOSED SEPTIC SYSTEM. PERVIOUS MATERIAL 4' EFFECTIVE LENGTH = 42.0 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 5' MIN. ABOVE GROUNDWATER LEACHING SYSTEM SECTION ®®®® 0 ®E3 E3 Ea TRUE TO GRADE ON A MECHANICALLY COMPACTED NO G.W., EL.=89.8 - ®®®®®® ® ®®®® 37" SIX INCH CRUSHED STONE BASE, AS SPECIFIED I 3 4 TO 1-1/2" DOUBLE IN 310 CMR 15.221(2). / " w ®®®®®® ® ®®®® 3) INSTALL INLET & OUTLET TEES AS REQUIRED. WASHED STONE N Z ®L3-® 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 3" LAYER OF 1/8" TO 1/2" SEPTIC SYSTEM PROFILE DOUBLE WASHED STONE (OR APPROVED FILTER' FABRIC) 102�� DESIGN CRITERIA SOIL LOG 4" KNOCKOUT DATE: MARCH 2, 2018 (REF P#15,597 20" DIA. COVER NUMBER OF BEDROOMS: 5 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE(SE#1542) 11 ROOMS TOTAL - 2 = 5.5 (ROUND DOWN TO 5) WITNESS: DONALD DESMARAIS. IRS HEALTH AGENT 4" KNOCKOUT / 4" KNOCKOUT 58" SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) ELEv. TP-1 DEPTH ELEV. TP-2 DEPTH ELEV. TP-3 DEPTH ELEv. TP-4 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 100.9 A 0" 100.8 A 0" 100.9 A 1 0" 100.8 A 0" DAILY FLOW: 550 GPD LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 4" KNOCKOUT DESIGN FLOW: 550 GPD 100.2 10YR 4 2 8" 100.1 10YR 4 2 8" 100.2 10YR 4 2 8" 100.1 10YR 4 2 8" B B B,I B GARBAGE GRINDER: NO-not allowed with design LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND 500 GALLON CAPACITY, H-20 LOADING LEACHING AREA REQUIRED: (550 GPD) = 743.2 SF 98.4 10YR 5/6 98.0 10YR 5/6 30' 34" 98.4' 10YR 5/6 10YR 5/6 C1 C1 98.0 C1, 30" C1 34" CHAMBERS .74 GPD/SF PERC PERC PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY 30"/48" 30"/48" N.T.S. PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED PROPOSED SEPTIC SYSTEM UPGRADE PLAN MED. SAND MED. SAND MED. SAND MED. SAND USE 4-500 GALLON LEACHING CHAMBERS IN SERIES 2.5Y 7/3 2.5Y 7/3 2.5Y 7/3 2.5Y 7/3 621 MAIN STREET, COTUIT, MA SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES Prepared for: Susan Peirson, 1431, S. Ocean Blvd. 20, Lauderdale By The Sea, FL 33062 SIDEWALL AREA: 2(12.8' + 42.0') X 2 = 219.2 SF BOTTOM AREA: 12.8' x 42.0' = 537.6 SF 89.9 132" 89.8 132" 89.9 132" 89.8 1&, Engineering by: SCALE DRAWN JOB. .NO.. ' N.T.S. P.T.M. 115-18 TOTAL AREA:...........................................I................... 756:8 S.F. PERC RATE <2 MIN/IN., "C" HORIZON Engineering Works, Inc. . 12 West Crossfield Road, .Forestdale, MA 02644 DATE- CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(756.8 SF) = 560.0 GPD NO GROUNDWATER OBSERVED (508) 477-5313 3/14/18 P.T.M. 2 Of 2 . I O LEGEND �o N 94, .77 98 - EXISTING CONTOUR�s - - - f.� x 100.98 EXISTING SPOT GRADE a 0 n� PROPOSED CONTOUR oa Ao -� �, -$,H. `�! OVERHEAD WIRES St Rd 227 49 1os.o8 2x t .11 Q EXISTING WATER SERVICE cJ�J � W G EXISTING GAS SERVICE �oC'` OL Q TEST PIT LOCUS s � a AREA "'� sco 7�7- BENCHMARK LOWe/l 3 10 .9 � ems, 0AVe 104.41 2 S 218 24 5DECK -Z LOCUS MAP + ' 15 N� '8 -7 NOT TO SCALE \ ,{ t 6 / �° '•• GARAGE ° CD �� .. •s •.;•;.., •,. 1 102 168 •rtia3.94• ,♦ .• 6 � G U 1/ 119 ° GENERAL NOTES: + 3.35 o 1 . ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. 20 ,.tom,.•{•• ':+ 103.28 � �\ O + 03.04 • �n Q0� �' V 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS 123 . . 'X :yam '' �� OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE • iX 04.03 , 102.57 LOCAL RULES AND REGULATIONS. ROPOSED BENCHMARK ••`�o2.s 'i"~. ��\ o SEPTIC TANK 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR OUTSIDE CORNER 18 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE C.s� 11 BOTTOM STEP ••M; • , 21 • ... +r,'� �.y_ .; O 9 DESIGN ENGINEER. 99 EL.=104.09 + 2.83 �102.54 •;.ti '•j' 4i' •.'♦ • .::'••r •:� . �. 11 1 .3 , •: ,, • ,�.• •-• •*; + 02.1 O 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING `' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN + 101.69 ••' - 0088 ENGINEER BEFORE CONSTRUCTION CONTINUES. • ` s _ O ••• . ••'.:•♦ SPIKE+ ,°,.,7 13 5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. � .r•• • :••p N 102.65 _ .+.` 0 TP-3 •; 75 ; ' .;.'.' TP 6. THE DESIGN ENGINEER IS , � ) R'=SPONSIBL` SCR -' E FAILURE OF 1 •s` • .• • 100.84 a THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF x 10241 • ' "••','` � -4 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. CD 48 1.68 N s`' •, • •' ' ` ~ 101.18 7. WATER SUPPLY PROVIDED .BY'� TOWN WATER SERVICE. 47 • t ,• •, y,••i�; 101.40 '97 +, V1H; 1 7 •'39:' •♦,O• �• D/j j��W • 7 NI BASSIN . �.1 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S. + 101.03 q Y 127 ••• •• . _ ,•t'�,• :':.::...; :~..• •' •••'\.• .3• �:(�- 1� .: cH 101.0 ASIN 9. ALL AREAS , ova ••• •:.•-• f• ••. ,�;::; E S CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS ' ♦ ;6 AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE • ,, ' '� • • EXISTING LEACH PITS " 99.90 DIRECTED BY THE APPROVING AUTHORITIES. '� ,o,. r-- 45 rri 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �pade� TO BE PUMPED, FILLED WITH + 99.42 5 SAND AND ABANDONED edge o 12" INVERT 2° ° THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING ,ss 9 5 CONSTRUCTION. + 100.86 156 11 . WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS 6 10095 x 100.84 PARCEL ID : 036 062 IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 Ck1R 255(3). --� 62,790 SF PROPOSED PRIMARY S.A.S. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE SHED 4-500 GALLON CHAMBERS t 1tp1.47 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILI,_. SURROUNDED W/4' STONE 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND S 8734'00" W NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. 2�F a' 6 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC 101.59 • POD SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. .10 101.70 CB PROPOSED SEPTIC SYSTEM UPGRADE PLAN 621 MAIN STREET, COTUIT, MA Prepared for: Susan Peirson, 1431 S. Ocean Blvd. 20, Lauderdale By The Sea, FL 33062 OWNER OF RECORD%% PEIRSON CHILDRENS TRUST Engineering by: SCALE DRAWN JOB. NO. PEIRSON, ELIZABETH L & Engineering 1 "=40' P.T.M. 115- 18 NICHOLAS D TRS 975 MAIN STREET 1 66INielcjod Forestdale, MA 02644 GATE CHECKED SHEET N0. COTUIT, MA 02635 (50 ) 43 3/14/18 P.T.M. 1 Of 2 0