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HomeMy WebLinkAbout0024 KEELA ROAD - Health 24 I eela Road 1 �Muit -- - A= 018 -065 i I A 1 ti Oil, TOWN OF BARNSTABLE LOCATION O?7,- A� SEWAGE # .z4-6-'0 9 VILLAGE 'i�l`T- ASSESSOR'S MAP & LOT CS INSTALLER'S NAME&PHONE NO. 7211-836-4 SEPTIC TANK CAPACITY r LEACHING FACILITY: (type) �� Q&A) 425! 1Z- ze) NO.OF BEDROOMS Y BUILDER OR OWNER, G', /9R� '� I?�� i42F/� /l✓/G �G��U PERMTTDATE: 2O o S 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 ,�J on site or within.200 feet of leaching facility) /v Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by � (7 9, -J � o2 3o,_ I /��:y a e I y 3y 0 n� No. dd —'C7` J®� •_ � Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: i Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pprication for Mgooal Opotem Com5truction 3permit Application for a Permit to Construct( , )Repair(" )Upgrade(X)Abandon( ) Cr•Complete System ❑Individual Components Location Address or Lot No.:Z q lire c/a Rc�� Lo/vi 1 Owner's Name,Address and Tel.No. R�c4n,nc( 1.91e�r,lsoa� Assessor's Map/Parcel 16 S So v 3f, M i I( D ri✓tC C�14.5�vn.bor �o�h ®t'cQ7� Installer's Name,Add and el.No. 6 Designer's Name,Address and Tel.No.l;So 8)4FIS-9'/3/ erf/3 Pie (X(rovv Pe 14olen g rtn S s d,Ile.. M4 dv sr Type of Building: Dwelling No.of Bedrooms c, Lot Size Gt,y7 7 sq.ft. Garbage Grinder(Ale) Other 'Type of Building No.of Persons Showers( ) Cafeteria(. ) Other Fixtures Design.Flow //'o G PDT/3go,QeoM gallons per day. Calculated daily flow y`r`® gallons. Plan Date V13416,S Number of sheets eAr - Revision Date Title ��hc 20 PI4V) -2 y Kecla ecp Size of Septic Tank i S©G go l(ems Type of S.A.S. Utac_h Cheen bfrs YS' 4 2 hf Description of Soil; Qe_&-- J-o so'i I I o ss or i Nature of Repairs or Alterations(Answer when applicable) 1Qc Q(&cg O r s n�1 s s k «,►sfn«bah in 1gt5c(- Ir16o Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee t ued by t is d Health. Sign ° Date /0 Application Approved Date Application Disapproved for the following reasons Permit No s° 00 '5 -'�' Date Issued �O No.14_�L©0 Fee /�Q _ y � Entered in computer; THE COMMONWEALTH OF MASSACHUSETTS Yes f; r PUBLIC HEALTH-DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS Zippftcation for Atgooal bpztem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade(X Abandon( ) `J Complete System ❑Individual Components Location Address or Lot No..2 q /fc a k Kdl, Cojvi 1' Owner's Name,Address and Tel.No. f2,Gkc,r4 l.)r cl%c j.5o%n Assessor'sMap/Pazcel f11o� 18 r (�Q✓cam( 6105 .G$ G 45tl�rivl bcr r,t QrivC Conn 0&073 Installe 's Name,Ad - d Tel.No. Designer's Name,Address and Tel.No�So S��f1S-�i/3/ c r//3 /�o d�G+A�d ate "' C3�vchr 1J�c c 6 . 1-4 01M g ve n '91 Z Y>10 St- 0Skrdh lle M4 432455' a Type of Building: Dwelling No.of Bedrooms Size f 1,�177 sq.ft. Garbage Grinder(Ale ) ,4 Other Type of Building i FNo of Persons Showers(:K ) Cafeteria( ) Other Fixtures Design Flow /io 60--01i3Cy�¢o0r+7 �~ gallons perday. Calculated daily flow gallons. Plan Date 5/311 Os Number of sheets GruL Revision Date Title S� jge na�r P14n -2 5� Kfc/a �cP Size of Septic Tank ISOG a2Ncoc Type of S.A.S. Lcac .h C4 .rbcrs Description of Soil i2 e f - Jv- S c r I t o 9S an plans (P- 10 4-i1 w Nature of Repairs or Alterations(Answer when applicable) 1Rcptaae, o r i y r n4) 5 u s kn-►, cCsrtsftvcicc(/ Iq,5q- 1960 Date last inspected: Agreement: f The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with.the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has bee' i sued by is " d 'f Health. Signe Date /O-. D Application Approved Date �O D -5_ Application Disapproved for the following reasons F Permit No. a00 S �-�':.._ Date Issued THE COMMONWEALTH OF MASSACHUSETTS 4A 6QDW ' BARNSTABLE, MASSACHUSETTS (Zertificate of (Compliance THIS IS TO CERTFF , at the On-site Sewage Disposal System Constructed ( )Repaired( )Upgraded ,) Abandoned( )b t�I o n''<0 at Q �6�-j co L1 has been constructed in ccordance with the provisions of T1ae.5 and the for Disposal System Construction Permit No��2C 3 5 vLL4HP%-dated 0 r 1 105 Installer t!/` ��n �i Designer _LA)i j< The issuance of this permit shall-dot be construed as a guarantee that the s(,yste n as des�igned Date LO Inspector --------------------------------------- Fee 0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Y xli. pogar *pgtem (Construction Permit Permission is hereby granted o Construct( /)Repair�� Upgrade Abandon( ) System located at ��. y1 and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction mus be completed within three years of the datCtthis it.Date: i Approved Towle of Barnstable Regulatory Services ' Thomas F.Geiler,Director MAE& g Public Health Division +" Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 . Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: /0 29� 2ooS Sewage Permit# 2D0 S- Z VZ: Assessor's Map\Parcel /8 ha^ �.s Designer: S JnWhQn A, W',1 so" C Installer: Zocs h S J'i Address: Qek '-r Nux E&y 'r S Surve y .Address: . 14 E lr� W-. 8�2•�/Jfrit-2 -VY DS-'✓//�t= saur►w VMIA aZ5 L On !- /- 2d�S �,s 'j 'i-a VI 6 was issued a permit to install a (date) (in ller) septic system at 2-41 RW based on a design drawn by . (address) Spllch 1 Sw► ': �U. dated ✓�- 3 f— ZcwS (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. 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. Plan revision or certified as-b ' t by designer to follow: ' %A 0f MgSs�i+ o� STEF"EN ALLYN �+ (Ins a Signature) 5 VYtLSON No.90216 - Ao.�9RGis fEPti� Ss�ONAL (Designer's Signature) (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. 'CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH'DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc "ZZ 0Q. IV- 3t C . Town of Barnstable P 4 �01 SHE rpky . o� Department of Regulatory.Services DAswsTABLE Public Health Division Date I a6 0 -5 y MASS. cb 1639' 200 Main Street,Hyannis MA 02601 ArfD MAr A Date Scheduled tr„ar3 g� ZOOS Time 146,C0 1 Fee Pd. 100.Cla Soil Suitability Assessment for Sewage Disposal Performed By: �em �e4�re-5c-4 1• jg Wimessed By: ��2JbYrGti1C�t_4S •� LOCATION & GENERAL,INFORMATION Location Address Zy./rI=a i aoaoQ �b f Owner's Name R.D �.ek�lSaYr _} Address 5. Glas�bvr�.� �o►•�tn i Assessor's.Map/Parcel: Vn V?: 901 bS Engineer'sNam.e SkegNo•a NEW CONSTRUCTION REPAIR S Telephone# S-0g el2g !a ' ex 3 Land Use Slopes(%) 'Cl% Surface Stones /�uhe- J[Si�i�F, Distances from: Open Water Body_J4 ft Possible Wet Area AA It Drinking Water Well _Q_�4 _ft Drainage Way N ft Property Line 0 ft Other tt SKETCH: (Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes) N 7j'0 AA 95.0 iQ21�•W Y h'� \t II S�7 JtO QD� 1\ 1x$9.6 Wq DF4 II 1 '8/.Q I ��,, i , \ t 1 1 1 I ♦ i �N 11 //�I I i i 1 `\` ` 11 >]9�3 '-III Cb 01 FN N j 103.1 ce FND 0�.j� 11 1 I i � I it I I i AIt L�c. P 'CHRISTINA KELLEY N li I 987 .'G?® 'f �, 1 1 \— rI•S4 ` 1 11 111 Ii 1 I I I I I I 103I0 '1 - 1 99.D\ 11 7. ,( t 1�1 I tl1. Ir i n PORCN 197X t917.71`I t t YVOgDE t 1 1e512.x 1 VP I \ 08-STORY - 1 IF 0FAA yI/NC / L.C.PLALNLB•`184 E \/N0;14 1U.7 / 104.15, 0..104A 104.31 j3! 1 1 1 P 104.31 103,9 l I / �• / r )� �0�01 ti' h DALE C.EDMUNDS 4V \ <� �j1 ' 8L 4� I�X L / pR NE I 1 . \ V I 1 GJ �•F Jl>OT, I Ca FN 100.21 EL.1 00 00'(ASSUMED) ,y 99•� Parent material(geologic) I OU' �'t Depth to Bedrock f )0- lu Depth to Groundwater: Standing Water in Hole:►y©m V 45/'�/�'���d l Weeping from Pit Face /�n�- U 95[d[��L$� �.f t} h0 COII a• IR ..011wb�G Estimated Seasonal High Groundwater �GJ1� '�aSNd oyl l l.�vel b C6c��ta P� DETERMINATION FOR SEASONAL HIGh WATt4 R TABLE Method Used: Depth Observed standing in obs,hole: in. Depth to soil mottles: iq• Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well 9 Reading Date: index Well level Adj.factor Adj.Groundwater Level PERCOLATION TEST Date a1?16j Time/0,'tXxiyll Observation Hole# Tinic at 9" Depth of Perc flif o• Time at 6" Start Pre-soak Time u . 014 Time(9%6") "q End Pre-soak P'Sur ove- t CA�fi ra'� level Rate Min./Inch O 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 wetlaiad;you must first notify the . Barnstable Conservation Division at least one (1)weelc prior to beginning. Q:HEALTH/WP/PGRCFORM DEEP OBSERVATION HOLE LOG Hole# / Depth from Soil 14orizon Soil Texture Soil Color Soil Other. Surface(in.) (USDA) (Mansell) . Mottling (Structure,Stones,Boulders. Consistencv.%Graven b 'ID y II`9 LOa1�ti� .5���� 16yJ� yl� �orV° la ilk GcAulubt�'���� �Q errgill yws��>lH. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders. Consistencv %Graven DEEP OBSERVATION HOLE.LOG Hole# Depth.from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA). . (Mansell) Mottling. .(Structure,Stones,Boulders. Consistency,%Graven DEEP OBSERVATION HOLE LOG Hole # Depth from Soil Horizon_ Soil Texture Soil Color Soil Other. Surface(in,) (USDA). (Munsell) Mottling (Structure,-Stones,Boulders. Consistency,%Gravel) I' Flood Insurance Rate Man: Above 500 year flood boundary No Yes Within 500 year boundary No s/ Yes Within 100 year flood boundary. No Yes .._Deotirof=Natu-raliy-Ocetirt ing 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? eS If not,what is.the depth of naturally occurring pervious material? Certification' I certify that on d I oZfXj (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' ing,ex I ise and.experience described in 310 CMR 15.01T Signature � �e�.( y Date E d�. Q;l•I EALT1-1/W P/PERCFO.RM +-•'= -.. Town of Barnstable Regulatory Services Thomas F.Geiler,Director ...g. Public Health Division C�Qp i63� .tee Thomas McKean,Director . 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form !� o Z00 S- Z Date: 29� 20 3 Sewage Permit# N Assessor's Ma Parcel /8 !'� g 2 P . �L6S Designer: 5ino hon A. W o l ion P C: Installer: Joc3j2k S 'J.); Address: Nus Vkg'r Survc N� Address: . 14 £ IcQv e- Z 8/2 ard, S� Dsfzr✓i/4 �Aur►� vn�4 a253L , on V'9L'1-a U1 6 was issued a permit to install a (date) (in ller) septic system at 2 41 /Cc c/a e, , ea 4,J based on a design drawn by (address) S}c.phcr A 0 13 _ 0G. dated 5- 3, -® ZA"s (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. 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_ Plan revision or . certified hs-b t by designer to follow. A Of o� STEPHEN yG Q cal ALLYN m (Ins le Signature) o WILSON � No.s0216 •oho �Grs �tip (Designer's.Signature) (Affix Designers Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/SepticlDesigner Certification Form 3-26-04.doe I� . 131) e ' r Nd� v SOIL LOGS DATE:2/8/2005 LEGEND P#-P 10,912 EXISTING PROPOSED 4.: ''. Q •A:. �, Yn' �'ire � � •� • x SOIL EVALUATOR: BOARD OF HEALTH AGENT: A Stake do Tac Set/Found Stephen VentresG E1T Dave Stanton ° -PK_Nail Set/Found W N/F TERENCE P. & DIANE P. MORIARTY eP El Concrete O Gas Gate Bound =� r � TEST PIT 1 r;` „•• '.'� Y : is m _ ® Electric Meter rw �,� .a ,,A•.., ti �, G.S.E. 103.3E ■ Catch Basin r/ .• \ ?�J• •SITE ° t d ' r g �• 1 , X A 0" ® Gas Meter 101.0 95 Ap r 4:`, .� °• �o. I .� ` 96,6 \ x SANDY LOAM Water Gate \\ \`I \\ ', \ X 89,6 10" 10 YR 4 2' ® TV/Cable Box v mp, W Telephone Riser ++ '+ f \ \ ' i -O- Utility Pole ri g +1 �4•\ ` t 1 Flu- 20o Contours 14" _200x00 Spot Grade r �'' •r'M • r• *` Q 0.e • ; ,ar yj rti / I , / l` `+ 1 1 \, `\ \ ', 't 1, ; Test-Pit �_ i.1 } i qd': / f / 1 \ 1 1 s Chain Link Fence \ , , ` 1 1 , ► }y MED. SAID I * ` I / \ , 1 ` 1 ' { ` 120" to YR 5/ti Stockade Fence ' \ 1 1 1 1 ' -•�»�-•�•� 1Gas Line 1 WOODED 1 L,C. PUN 1�,194 G `\\ \\ 11 { 1 { ,� x PERC O 58' _ _ _ _ _ _ o .,x _ Overhead Wires i `\ \ `, `1 X\ i 1` It � K.'B DH IFND 0, I NO WATER ENCOUNTERED FIAT- <2 MN/IN •-• Water Line LOCUS MAP �/ i I �, \ ' 92.3 \ 1 +f U' i O ELEV 93.3 UNABLE TO SOW •po • Gas Gate + i I ; \ \ \ � { 1 i I I � 1" = 2000' / i I � I/ r , 1� \ \ I' i i { { �' Trees 103.1 1 � 1 tv Light Pole 3 CB FND 101.9 , / �� I \\ \ F + .ryo 1` °ti 1,1 00 I\ 97,8 �`� COMBINE TO LOM 7CRkATE LOCUS I ZONING DISTRICT: RF `, o / i / \ `� �� TDTAL PARCEd AREA � 11 \ ti / la0 BE R ` `\ `� .477* Sol FT. ', ► 1 i I ' OVERLAY DISTRICT AP (AQUIFER PROTECTION) r,, \ LZ �C + I � \ 0.2at ACRES , , , I GENERAL NOTES RPOD AQUIFER PROTECTION / \ o / 1, 1 , � i ' ' I i I It MINIMUM LOT AREA: 2 ACRES \`� / i \` `� �• �\ \ �, ', i i I 11 I i I ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH MINIMUM FRONTAGE: 150 FRONT YARD = 30' SIDE YARD = 15' REAR YARD = 15' ` / N i i i I TITLE V OF THE STATE SANITARY CODE DATED MARCH 31,1995 / �' \ • ' i `, �` �.S�t• �` \ �, 1 I I V i i i I ANY LOCAL RULES APPLICABLE. 1 LOCUS PROPERTY IS SHOWN AS: N/F CHRIS71NA KELLEY 'lo \` p• , I , `, 7.0 ANY CHANGE TO THIS PLAN MUST BE APPROVED BY THE ASSESSORS MAP 018 - PARCEL 065 / 'k'(N, ` `I oti 99.8 `\ `, , `I ; ; ; I ; ' `�" DESIGNING ENGINEER CERTIFICATE OF TITLE: 130,318 •`�' 103•8 { i �` moo• `, �� 1 i ', 91,2 0 1 \ + , 1 1 0 { I 1 l PLAN REFERENCES: �" ` 4, ti 97.6 + 1 \ '� x 1 `` 1 ► I ' } WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG, \ \ , 1 , , 1 , LOT 7-A O L.C. PLAN 16194 G i 10` • p + t + NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT { ,y`: .; 1 °y �cr x97,7` ' 1 ` 1 1 ss.2 i FOR INSPECTION. LOT 1-F O L.C. PLAN 16194E \ MIN•\` `vrOODED�,, `\ ` `` , 3 ; , 1_ 1 1 COMMUNITY PANEL NUMBERS 250001 0018 D k 0021 D ��` / = 1 �\ �` `\`, `` ' \\ \ \�' ' 1 �`, ' ' THIS PROPOSED SEPTIC SYSTEM WILL REQUIRE THE RECONFIGURATION ` �� /�►s N ` \\ \� 1\ OF THE INTERNAL HOUSE PLUMBING. THE FLOOD INSURANCE RATE MAP DEFINES THIS AREA AS `\ ` ZONE C, AN AREA OF MINIMAL FLOODING. / q3` 1 \\ �,SPRYWP R Mi 0 Q :I \\ N DWEL' G \ \ \ ,, , ,` 1 , 1 ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4 PVC., SCH 40 1 / ,.-• �� ��� ��\ \`\ �',\ \ `'\` �`� y�` 1 11, `, EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5. PER 1 / 0' 310 CMR 15.255. A 1 11 '"• 1`\ �� SHROX, pR C t OUR �j\ ,\ / \ OPOSED AWL SP,�CE LL \ L0�F \ ` `, +, `� `� PROJECT BENCHMARK DATUM = ASSUMED D-BOX \ , \ L.C. 18.�194 E IBM = MAG NAIL SET O EL = 100.00' (SEE PLAN) \LOCAL EXITING CESSPQOL. 1 FFEs o4. � ��\ `\ `�\ RUMP AND FILL WIi'H SAND LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND ts• „ . a I -�I T.._. �:� _ �BY THE APPROPRIATE , \ , , SHOULD BE VERIFIED IN THE FIELD 104.3y( STING SEWER OUTLET \ �` �\ \1 ,+ � I` UnLrr CCMPX%�. P► i ,, Yv A�,:f Cv a7RJ'C"ivo'i;�, 104.8 I i _ 77 MW`-1 41 ` "\� I s C j �, OUTb OM SHOVW �\ '\ 1 '� `, i THIS PLAN IS BASED ON AVAILABLE RECORD INFORMATION AND ? c i ly 101.9 `� `, `� `\ ; ', _ PLANS AND AN ON THE GROUND FIELD SURVEY BY THIS FIRM 104.3 , r / r `�' 3 `� `� \ 1 \ { , + ON 10/27/04 & 2/15/05. r � { 1 PROPERTY OWNERS: 0 o MIN./ G j� T \, �� I i N/F DALE C. EDMUNDS • e d ' � , RICHARD D. do MARGARET A. NICHOLSON 101• - , to { b N� �v,US/r ::SEPTC-TANK`., / � TP / 14' 1 ; `� ', 105 SOUTH MILL DRIVE • �' ( 103* SOUTH GLASTONBURY, CONN. 06073 / i 1 Leaching Area Requirements t101.4/r 4 BEDROOMS AT 110 GPD/BEDROOM = 440 GPO w ADDITIONAL 50% FOR GARBAGE DISPOSAL _NA+GPD �� �� W / E , I I i PERC RATE _ -19L MIN. / INCH (CLASS 1 ) � 8 � W \ ' //,' 101,4 LIAR - 0.74 GPD/S.F. / 1� 102.2 ry �0 W / 101.7 + MIN. LEACHING AREA OF SAS. /_ ` 1�0 A ,1 80\ �,�' PR OSED(UNDER OUND �J T EP 1 TRIC , 440 GPD/ 0.74 GPD/S.F.= 595 S.F. MIN. SX03• '����/// �� ` , �a + PROPOSED SYSTEM: s 0'so•f la. W \ CB FND ` + M: MA6\NAIL 24 Keela R LEACHING CHAMBERS 9' x 45' x 2' ht 3>> ' �E 1►Ay w a. - oo.00 (ASSUMED) Oa SIDEWALL (9 + 45') x 2 x 2' = 216 S.F. �w 230'so� 99.5 \ cotult Massachusetts BOTTOM 9 x 45 = A&S.F. 0. �0 209.9 8' � � W � 99.3 PREPARED MR 621 S.F. _, ` I �. Richard D. & Isar aret.A. Nicholson 2400. CS FND Qom' DESIGN SCHEDULE ELEVATION N/F CHRISTINA KELLEY DETAIL 1 (SEE DETAIL 1) FINISH FLOOR ELEVATION 104.15 n.t.a. / TnLE SEWER INVERT AT FOUNDATION 100.9 NON-RECORD MONUMENT / N/F TERENCE P. McCOURT ` septic Repair Plan SEWER INVERT INTO SEPTIC TANK 100.7 e: MARY/AVOLAS ' CB DH FND SEWER INVERT OUT OF SEPTIC TANK 100.4 / SEWER INVERT INTO DISTRIBUTION BOX 99.9 / SEWER INVERT OUT OF DISTRIBUTION BOX 99.7 BAXTER, NYE & HOLMGREN, INC. SEWER INVERT INTO LEACHING SYSTEM 99.3 3Q03• Registered Professional BOTTOM OF LEACHING SYSTEM 97.3 WATER TABLE: NONE OBSERVED Engineers and Land Surveyors �j+� ALI FINISH FLOOR a. 812 Main Street, Osterville,Massachusetts 02655 o�'va�STEPHEN = 104.15 TYPICAL SYSTEM PROFILE Phone-(509)428-9131 Fax - (508)428-3750 m cn FINISHED GRADE = 102.5t NOT TO SCALE No.30216 MANHOLE FRAME AND COVER TO GRADE IF UNDER PAVEMENT). Ao 9sa� Q OTHERWISE CONCRETE COVER ADJUSTED TO 6 BELOW FINISHED GRADE. 10 0 10 20 s`QruAt '\� ..= FN�HED GRADE OVER TANK = 102.5t 3/4" _ 1 » SCALE IN FEET 6 FINISHED GRADE OVER D BOX = 102.5t FINISHED GRADE OVER LEACHING SYSTEM = 103-102f • =.. ADJUST COVERS TO - f' 8•MIN. s" BELOW GRADE WASHED STONE 40 -s� 30 min. FIRST 2 (`�O BE LEVEL) 40 SCH. 40 PVC _ , then 0 2.0% (TYP(CAL) 4 �H' 40 PVC _ » 2.5 SCALE: 1" = 10, DATE: 05/31/05 �. 0 2.OX - 9 (min) Cover - - 2 in 36" (max) Cover CONNECTION 2"PEASTONy „ `� •-; 0 2.07L :.. • ti ,' {,.a� .�f.'t'}X,b• �•'• v: iZ[�_Y_�•S}+•r+•'1'� �.s ••. �; :.�.•i - 4.. !•; �_ .•a:.r r' _. - r to GAS BAFFIF s' SUMP 3 4=1 1 2" :?,•� of ,� .� �.�.•..:; :.:... . „r.��:• REV. ... :.- / / 24" 12" --•e�'`�..--n-r'''JF' O Q ` Y��,"•-"'r•7 r •s.�::r;:. -•t '., �..� DATE: REMARKS coNSTRucT ACCESS 4" SCH. 40 PVC o 0 0 0 0 o WASHED STONE = �- 'r��s" = 2.5 .; ~ ' HOLE OVER I - ,. ,• z_ .• y. _ EFFECTIVE r.- t ,, ,, Y x max. -•-�. �N '.� ' 8, 4 9 TO TANK TO AT LEAST» • n•.+. -Xr :.� ..;•::.. '!,:y:,.. :,..;. �•r:ri�•;�i i ;5.:• K .,'.,• a'i fR .•apt. ;,4 ids+ 1. •`.'. -;;: DEPTH " �•., .;,�� ... , 'rs':t'2 c...µT��-�*.� •• hl•.���'tb• • •'�• ; 0 WITHIN 6 FINISH 12I' - •.. '.��;r ' ,' a.�:• _�a~�.t•• 'r' F� y.:•, s, ` .R�J{"f p f �'tfr'.i' F .i.. •�- .j. , 6• CRusfIED 12 IS•. w.ltr .�.MM �d� iF �•�• M•'�.{ Y ..,•-r; y: y.` i• r-• RONFORCED SCONE BASE ' •f EL 97.3 2.5' 4' 2.5' `=� ~._:- �'x...•..`�":,.�;. x:•.• .: FOOTING - 5' IN ; , �, �J' .-• s �. . ..:: . -' •{ s�•�=- -�:,:.•.•••-' -•• -• ' ' No Groundwater Observed 9' 45 - •:i= INV= 99.3 DRAWING NUMBER I . CONCRETE FLOP DIFFUSER DETAIL PLAN OF PRECAST LEACHING CHAMBERS 0: 2004 04-131 surve worksht 2004-131 s 3.dw 1500 GALLON SEPTIC TANK DISTRIBUTION BOX CONCRETE FLOW DIFFUSERS (H 2 LOADING) NO SCALE N H-20 2004-131