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HomeMy WebLinkAbout0029 OLANDER DRIVE - Health W(7- Nfider .Hyannis i A = z`270.- 216 �. { � —�h s;H+ �Jp•moo'' ; � —,v,il i 8 y i� I TOWN OF BARNSTABLE LOCATION 4 GO C' SEWAGE VILLAGE //V,,IJI!4 ASSESSOR'S MAP&PARCELaf(s, INSTALLER'S NAME&PHONE NO C— A Zrow—.D -Exic SEPTIC TANK CAPACITY 1-C`!O 1j eCA3 LEACHING FACILITY: (type)A V"00gc 1,101JCr�*5 (size) J)•C)X X5 ( P— NO.OF BEDROOMS OWNER PERMIT DATE: 1-%-9,9-1 S COMPLIANCE DATE: / ' 7 G . Separation Distance Between the: �Je c5P to Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility CJrL 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 �_� i U' W N m s o CFJ @' C, �1- a TOWN OF BARNSTABLE LOCATION Z q SEWAGE# VILLAGE YP.0t',)ls ASSESSOR'S MAP&PARCEL INSTALLER'S NAME&PHONE NO.`71�j a% ��L� SEPTIC TANK CAPACITY C Ss Po L- w i 1 LEACHING FACILITY: (type) C.ESSd'��-- (size) NO.OF BEDROOMS OWNER MAP-J - Q PERMIT DATE: 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 BYM'!Hl(LI fA ae(N -M ►� s C C� J No. S r I-(N O Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pphLatlon for Disposal 6pstrm ConstrUttion Vrrmit Application for a Permit to Construct( ) Repair(✓S Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assesss Map/Parcel - ��i�rj�iN f Oi✓ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. �JS�vs A �jfO�ur�l -/vC �QD_t100-7/6-- G siN /N rv) /aq✓jC Type of Building: Dwelling No.of Bedrooms a— 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 �� gpd Plan Date /9-- 'j T Number of sheets Z- Revision Date Title Size of Septic Tank /7 CO lvv-cj Type of S.A.S. SCXO Description of Soil Nature of Repairs or Alterations(Answer when applicable) //1/5 f GI f /S(�O �i 4 �/rim✓ �-f�✓j� ' 47 Gy' ACO 2- -C;t2 2 6/lri,J CI*C✓I kWl s !.A-/f�! `l�/i�v� �r .S 3 Lia�_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 qf1kalth. Signed Date Application Approved by Date f Z-,J-i ( 5 Application Disapproved by Date for the following reasons Permit No. O I S Date Issued •x "'ti!aq�„J�,.,,. y:6'urrt.•.:ai,.,.. ...., n•..+!••lj {�'..n• .;p,, d. .s�7 :,.. x.r ['t <a, s'F. l No. ! "' ,, Fee THE COMMOMPlE•<A,1.TH OF MASSACHUSETTS Entered in computer: ' ''- Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 4plication for Misposaf *pstem Construction permit Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components F.i Location Address or Lot No. P,cc D kcrZff r Owner's Name,Address,and Tel.No. Assessor's pLrcel Installer's Name,Address,and Tel.No. Designer's Name,Add&ss,and Tel.No. bo CGS/� fpw�J NC S -d/G©- T!� Lciv �N i�Ns �vd/r S Type of Building: Dwelling No!of Bedrooms 2 Lot Size sq.ft. Garbage Grinder Other Type of Building No.of Persons Showers( ) Cafeteria( ) j Other Fixtures ratT Design Flow(min.required) !� (� gpd Design flow provided - •J g gpd ` Plan Date/'� ` 3 ! r Number of sheets 12 Revision Date ' Title Size of Septic Tank/5-CO /Vr ct 1) Type of S.A.S. 5��z j Description of Soil ly ' i II Nature of Repairs or Alterations(Answer when applicable) 14 r-G11 9- e A, 1 Anti-le- G S 3 Ae>�v-✓ y.� ri'��.� 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 prove lions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issuedty this Board o f- ealth. Signed /.... .f-- Date ✓� -�—.-- Application Approved by : Date 12-} � Application Disapproved by Date r :' for the following reasons i Permit No. 19 d �"� Date Issued ! r ---_------_ THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(v) Upgraded( ) Abandoned( )by Dn uU bLm q-°•L��s_j,y 'Z NC a 1�) at 7.CoG N()�'+� /7 %Gn/N/ jj has been constructed in accordance -c with the provisions of Title 5 and the for Disposal System Construction Permit No.c2b/� %0 dated Installer./P9ch�c� �lGo ,,) 1_ z,,C Designer #bedrooms Approved design flow -U gpd The issuance of this permit shall /of/be construed as a guarantee that the system�will fit•c1i- de igned. Date ,�°,/ 7,-/ 6 Inspector -_-- ------------------- --------------- --=-------- - --- ------- No. Fee 16-0 THE COMMONWEALTH OF MASSACHUSETTS i� PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction Permit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon System located at Cr d.�C) �✓ / "1 tr r:+r`N IS 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. f Provided:Construction must be completed within three years of the date of this permit. C Date - 2 5 Approved by J 1 Town d Barnstable T Regulatory Services Richard'V. Scali,Interim Director • �rrsraai.e. .1639. 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: t j Sewage Permit# Assessor's Map\Pareel Z'� " Zi Designer: g ice—✓a �0 2.�,rt r Coar-js l� c Installer: ra 4 A t d•L Address: b Z W: Gro c s 1�7,Qtok R Address: P 0 • 3d rc a q S �F-a�s��a.� dhs� 1SZb�y GQVLkC-J:1 MP" Z�32 On 19, A- was issued a permit to install a (date) (installer) septic system at 21 d 1 C- c t P D + based on a design drawn by (address) t"l cZ\ J e..e P.i�. dated (designer) X 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 &Local Regulations. Plan revision or certified as-built by designer to follow. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the system.referenced above was constructed in co Rance with the terms of the 11A approval letters (if applicable) d'%�c y PETER T. G� / NTEE tal CIVIL ier's Signature) McE No. 35109 esigner's Signature) (Affix Desi 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:1SepticlDesigner Certification Form Rev 8-14-11doc i i Town of Barnstable P# *1HE �3 c Department of Regulatory Services i 13ARNSTABLE,� Public Health Division Date fl& fl i S y MASS. 1639• 200.Main Street,•Hyannis MA 02601 ""Y ptf0 MAt ! Date Scheduled l f S Time �� �� F'ee Pd. 4�`� I Soil Suitability Assessment for Sewa e �)isposal ;r Performed By: e�X- M� ( Q,� � C 5 y S 'Z Witnessed By: LOCATION & GENERAL INFORMATION! Location Address Zq ( Owner's Name Y Aq r, Jy 4 1 1 1 Address (,Z G►Lt'1'�7;z�Lra5 Assessor's Map/Parcel: -Z76 •—z 1. (p Engineer's Name Pej,.�MGM - ( NEW CONSTRUCTION REPAIR - Telephone# SG 9_"7 37--,( -Land Use �-eS 1 YI i ° Z —s Slopes(/o) Surface Stones Distances from: Open Water Body ft Possible Wet Area #'J,/04--ft Drinking Water Well 7/,Se ft Drainage Way /L4 - ft Property Line ft Other ft I I i SKETCH:(Sheet name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) i I Z t 3 Parent material(geologic) Depth to Bedrock Depth to Groundwater: Standing Water in Holc: Weeping fiom Pit Face_ Estimated Seasonal High Groundwater i DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles:_ _in. Depth to weeping fi om side of obs.hole: _ in. Groundwater Adjustment _ft. Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Levt;l_ i PERCOLATION TEST Date-— Time Observation T Hole# I Time at 9" 6� .3 2 Depth of Perc 36- Time at 6" /O! _ i Start Pre-soak Time t7n �4 S Time(9"-V) ?7 /fit'✓► I — End Pre-soak I Rate Min./Inch G Z I — Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed O'/N)__ i Original: Public Health Division Observation Hole Data To Be Completed on Back-------•---- ***If percolation test is to be conducted within 100' of wetland, you must first notify the Barnstable Conservation Division at least one (1) week prior to beginning. . Q:\SEPTIC\PERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture .Soil Color Soil Other Stuface(in.) (USDA) (Munsell) Mottling '(Structure,Stones;Boulders. (0-30 Cop-1/4 2, SY Vt -- ��-� c ram. z-sy 6/6 - -- - 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't. A to y.(Lgj-x_ — --- - . —3z 50, �a411— .9-ru CZ d Sqa Z-s Y4 - — DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consisteencv.96 Gravely�— I ' DEEP OBSERVATION HOLE LOG Hole# D pth from Soil Horizon Soil Texture Soil Color Soil Other S rface(in.) (USDA) (Munsell) Mottling_(Structure,Stones;Boulders. • onSisten�Y,gb Oravel}_.�..,,., Flood Insurance hate Map: Above 500 year flood boundary No-f— Yes .. _ Within 500.year boundary No_Y Yes _ Within 100 year flood boundary No A, Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in al areas observed throughout the area proposed for the soil absorption system? 2S Ifj not,what is the depth of naturally occurring pervious material? ClertiC ficati°n 16 that on ( 1 Q �� (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 ith . e required training,expertise and experience described in 310 CNM 15.017. Signature Date . J t� QASEFnCIPERCFORM.DOC .f LEGEND Route 28 N LOCUS — 98 -- EXISTING CONTOUR LA VA Eta � x 100.98 EXISTING SPOT GRADE gWeb��5 —W EXISTING WATER SERVICE m o a v o —6H.-W-- EXISTING OVERHEAD WIRES m o 00 TEST PIT t D West o o S HIG a Q° BENCHMARK MOjo Sty S eet o' c LOCUS MAP NOT TO SCALE Qo R� d?, V 1 " \ \, S 35'17'50" W \ 80.00' \ LOT 38 1 11,636 tSFC14 � PARCEL ID: 270-216 L01 \ \ 95.61 I 96,13 � '9 of %wn + 96,57 /' ,1 •. t + EXISTING CESSPOOLS 1 (APPROXIMA TE) 5' 95;9 0 9 5.3 1 TO BE PUMPED, FILLED WITH rn T TP 2 SAND & ABANDON, OR REMOVED. T cn :' PROP. "S. S" 1 w o 94.96 " N " OD c,, O bD O O z m 1 � 6.2J0 PROPOSED U' 4, TP-1-1 `SEPTIC TANK o O x 9512.=9Z12 ENCHMARK 9- � _O— 96 . �R./BULKHEAD _ �- PROPANE 96:90• 96,51 0 0 + x I "• ' Cl�r E E 96.44 W ±97.3 EXISTING HOUSE(#29) T.O.F.=97.701 x \ �- 96.50 \ \X\ 3W. \ Q \ x 96.76 '. .. 97.16� \ 9 \ \ x 96.84 \\ 75.15 \ }. N 35'17'50" E 1 U.P. —\ :.f J x 96.98 1 97,63 97.62 97.34 EDGE OF ROAD 96.63 95.89 QLANDER DRIVE o PETER T. 40, ��� PROPOSED SEPTIC SYSTEM UPGRADE PLAN McENTEE 29 OLANDER DRIVE, HYANNIS, MA o CIVIL o. 35109 Prepared for: D.A. Brown, Inc, P.O. Box 145, Centerville, MA 02632 EGlSTER�`���`�� OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO. S l E HARRINGTON, MARILYN Engineering Works, Inc. 1"=20' P.T.M. 225-15 1 62 FALMOUTH ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. �'i,�✓I (S WEST NEWTON, MA 02465 (508) 477-5313 12/3/15 P.T.M. 1 Of 2 rye , NOTE: TO PREVENT BREAKOUT, FINAL GRADE SHALL NOT BE AT, OR BELOW, EL.=93.50 SEPTIC TANK FOR A DISTANCE OF 15' FROM THE EDGE OF THE PROPOSED S.A.S. INSTALL RISERS & COVERS OVER INLET & PROPOSED D-BOX PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER INSTALL RISER & COVER OVER EACH CHAMBER AND T.O.F.=97.70t SET TO 6" OF GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT L.=96.5t � F.G. EL.=96.Ot �F.G. EL=96.0t F.G. EL.=96.0t MAINTAIN 2% SLOPE OVER S.A.S. L = 15' L = 18' TOXIN S=1% (MINElla ® S=1% (MIN.) 5' 4"SCH40 PV 4"SCH40 PVC40(P C) 2" LAYER OF 1/8" TO 1/2" DOUBLE WASHED STONE $ (OR APPROVED FILTER FABRIC) aaa 66aa6aBBBaINV.=93.90 aaaaaaa -3/4" TO 1-1/2" DOUBLE MORENO WASHED STONE INV.=93.27 4' S.2' 4'3.10 INV.=93.65 EFFECTIVE WIDTH = 12.8' 3 OUTLETS INV.=93.00 ED PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS CONNECT TO EXISTING SUITABLE SEWER SURROUNDED WITH STONE AS SHOWN PIPE AT HOUSE, INV.=95.70t(verify) H-10 RATED TOP CONC. ELEV.=93.8t BREAKOUT ELEV.=93.50 NOTES: INV. ELEV.=93.00 ease BaaBa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & aaaaaamamma INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.=91.00 J 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' OF NATURALLY OCCURRING 4' 2 x 8.5' = 17.0' 1 4' l TRUE TO GRADE ON A MECHANICALLY COMPACTED PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0' SIX INCH CRUSHED STONE BASE, AS SPECIFIED 5' (MIN.) ABOVE G.W. IN 310 CMR 15.221(2). LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=86.0 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. SEPTIC SYSTEM PROFILE SOIL LOG GENERAL NOTES: DATE: SEPTEMBER 29, 2015 (REF#14,834) 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL EVALUATOR: PETER McENTEE PE(SE#1542) BOARD OF HEALTH AND THE DESIGN ENGINEER. WITNESS: DAVID STANTON R.S. HEALTH AGENT 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ELEv. TP-1 DEPTH ELEv. TP-2 DEPTH OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES AND REGULATIONS. 96.3 A 0" 96.0 A 0" SANDY LOAM SANDY LOAM 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 10YR 4/2 10YR 4/2 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 95-8 B 6" 95•5 B 6" DESIGN ENGINEER. _ � _ _ ;- _ _--_ SANDY LOAM ""SANDY LOAM` ' 4. ANY CONDITIONS ENCOUNTERED DURING?CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 10YR 5/6 10YR 5/6 ENGINEER BEFORE CONSTRUCTION CONTINUES. 93.8 C1 30" 93.3 C1 32" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. PERC 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF FINE SAND 30"/48" FINE SAND THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 2.5Y 6/4 2.5Y 6/4 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 90.8 90.3 68" 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. C2 66" C2 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. 86.3 120" 86.0 120" 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY PERC RATE <2 MIN/IN. "C" HORIZON THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING NO GROUNDWATER ENCOUNTERED CONSTRUCTION. 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). �EXIST/NG 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. HOUSE(#29) 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND T.O.F.=97.70E NOT CONSIDERED TO BE A PROPERTY LINE SURVEY. XI E 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC V. 9 i SYSTEM COMPONENTS NOT SHOWN ON THE PLAN DESIGN CRITERIA NUMBER OF BEDROOMS: 2 BEDROOMS SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) �� M DESIGN PERCOLATION RATE: <2 MIN/IN --- T DAILY FLOW: 220 GPD I PROP. S.A.S. DESIGN FLOW: 330 GPD I - \\ A I GARBAGE GRINDER: NO-not allowed with design LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF �25' -I .74 GPD/SF SEPTIC LAYOUT PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED USE 2-500 GALLON LEACHING CHAMBERS IN SERIES PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 29 OLANDER DRIVE, HYANNIS, MA 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. 225-15 DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 12/3/15 P.T.M. 2 Of 2