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HomeMy WebLinkAbout0107 SPICE LANE - Health 107 Spice Lane Osterville A= 142 — 068 y 1 e � S A t �o r n a a r o . p 1 c No. Fee Vo THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Ztppltratton for �Bigonl *p5tem Conotructton Permit Application for a Permit to Construct( ) Repair(4,�-Upgrade(/-) Abandon( ) [� Complete System ❑Individual Components Location Address or Lot No./07 J p!Ce LA9065 Owner's Name,Address,and Tel.No. O,grFv'di//r �/!j/�JI=S !✓r^OG!/�I Assessor's Map/Parcel /41.2 6 8 Installer's Name,Address,and Tel.No. J-a 8 180_ 71,52 Designer's Name,Address and Tel.No. Jose,017 64 AW /*W-fr,,0hs v 015 /1 Wa-Yr Gros 'F1,il/a141 .SA��i�� 'lope of Building: Dwelling No.of Bedrooms y 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 Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) likE rg ! /S-'00 G,ql, j'/(' 50.17k X 9 - w O i C pl 1W ,bid`• G/ 17-5 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 .I/LD�" Date Application Approved by Fn&aDate Application Disapproved by: Date for the following reasons Permit No.QW3 7190 Date Issued �` wo No • _ Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH-DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Af f ZippYitation* for aigpogar *pgtem Con.5trnction Permit Application for a Perniit to Construct( Repair(x Upgrade(%Y Abandon O 0 Complete System ❑individual Components Location Address or Lot No./07 C1—g' L'gHe, Owner's Name,Address,and Tel:No. 0;rrr,-tr,�i� Ja ya /3�^ow� Assessor's Map/Parcel /Z/2_/y g 1,97 S G 614 TrV(/! //5. - Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.NoSob- 2BU 7- . so8_�i77-s Joseph ae (3,W,^�0s s / / C 19 R lAwl S nmj w,11i t' 12 N .y GO 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 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Zh4 Tl4/J /S 00 6,gl S/= T/( 5(ywk n- 94?( £ y-Row 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 1 I�,), t,• Date 'a /� " . Application Disapproved by: Date —�— for the following reasons Permit No —�eo 4 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage.Disposal System Constructed ( ) Repaired (G,) Upgraded (G.) Abandoned( )by ✓nt��,r �'c lj�iQwll S at /" 5p/l has been constructed in accordance ` with the provisions of Title 5 and the for Disposal System Construction Permit No.nnQ 4 dated Installer,J4.5 epx zZe d,,V- 05 Designer AN dl/-%f"YHr/ G!/wks #bedrooms Approved design ow gpd The issuance of this permit shall not be c nst'ued arantee that the system Will functio as es}gned. Date > Inspector ———— — ————————————— —————— No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE', MASSACHUSETTS 1wigpogal *pgtem CottgtrUction Permit Permission is hereby granted to Construct ( ) Repair (c.- ) Upgrade (e_-) Abandon ( ) System located at 10.7 lel6g 4,t9h 1� 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 must be completed within three years of the date of the s p 4t. Date / (�� 'Approved by Town of Barnstable Regulatory Services Thomas F. Geiler,Director A Public Health Division 6 p`� �+ Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: �1! 7 Sewage Permit# Z aa7- /& Assessor's Map\Parcel� Designer: eZ��-�CA Installer: Address: r Address: /411 01 On was issued a permit to install a (date) (instiller) septic system at /07 ;cc CR re- , ask- based on a design drawn by 1, 2 �— n,�- C (address) f GW / . AL ['[A-C-e A dated V-1 7107 (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-built by designer to follow. OF A44 'PETER S. (Installer's Signature) o McENTEE N cD CIVIL No'35109 o Q 10 19F0JST��,�. es(gner's Signature) (A esigner's 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 TOWN OF BARNSTABLE LOCATION 167 �'OIC�" LoHr_ SEWAGE # 2007 VILLAGE ASSESSOR'S MAP & LOT /y2 G8 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY / 4V LEACHING FACILITY: (type) �'—ROW5 9-0111clt y ea //,I X 3y0 NO. OF BEDROOMS y BUILDER OR OWNER PERMITDATE: S-2-0 2 COMPLIANCE DATE: ^le -0 7 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 facili ) Feet Furnished by o��zv &Z-e-1 S � � i\1 30 37 r., rcTimN �lp% I • 0. :, TOWN OF BARNSTABLE LOCATION /Q f?c e � SEWAGE # VILLAGE IT-, Te/ L o C. 4 IF ASSESSOR'S MAP & LOTZ!2 INSTALLER'S NAME & PHONE NO. SEPTIC TANK CAPACITY ZO 1�2 -- 7-5 B L oc,� LEACHING FACILITY.(tYPe) (size)/ F/O A T NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER Q IC BUILDER OR OWNER DATE PERMIT ISSUED: DATE .COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No -: - - 1 �d ozG ' �Q � ,i , , :� �3a , �� 0 v LEGEND:— OSTERVILLE' .�ICAH • i 98 PROPOSED CONTOUR POND '•1 m Ben ch m ark Set 98 PROPOSED SPOT GRADE Left car. conc. apron t -- —I ) - EXISTING CONTOUR FOR WAY EI.=101. 77 (Assumed) ;I x 1)(.52 EXISTING SPOT GRADE POND LOCUS EXISTING WATER SERVICE Y ' v EXISTING CESSPOOLS ;1t1U'80 ,,A G— EXISTING GAS SERVICE TO BE PUMPED & � fLH .I C) FILLED WITH SAND ' ^„ ,�, —..0•H. W.._ OVERHEAD WIRES I ---_� LOT 11 � ��, ���',�'.c'. � TEST PIT � E 1 iWi1,<' N 79'16 20, 16, 146f S,F. �} BENCHMARK 554 0.37t AC. . ; 1 12 Map 142 ~~ � ' '' ' _100 ` Parcel-'68 ��^ PK/SE LOCUS MAP F F'TTC - N7 1D . G ~-~ ~~ 0 ,4 Cn a\ 1CI��,00 , E€� ,fir,2:06 G__-_____ N tc {:� , �y -O GENERAL NOTES: ,�i �, � � � ' F f %; �' 1-1Ve ~~� ' ^ ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL / / '�� �,..�, �T ,�, " � , ,rn BOARD OF HEALTH AND THE DESIGN ENGINEER. f EXISTING �i /; 9. �, : L 1>J � C100 ""~ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �.: HOUSE 1O7 / '"~ OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE TOF=103.03/ 1"' LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: / , m' w �' EXISTING CESSPOOL W f I �, �� Assumed 1�i f. ' Fr r' 1) 310 CMR 15.405(1)(b) CONTENTS OF LOCAL UPGRADE APPROVAL: PdTaL7 ©� �; IL>;� r' / i �u TO BE PUMPED & . , 't � � A 1' variance to`maximum cover requirement of 3', for 1? 102, /� j/ f �/ / a��T 1 N ,/G�P�� 1� g FILLED WITH SAND 4' of maximum cover. S.A.S. shall be vented. '•'� . REDIRECTED; / ; /;/ ,r/ A M I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR PLUMBING/ �' ! ' r' 1.4 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 0 ,4Cf I Ti ' NE DESIGN ENGINEER. a�p0 �% f / / //"l!f/ / ! � '"- +•f t 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN X. X _! . 9 ,71 � ENGINEER BEFORE CONSTRUCTION CONTINUES. 1I I,`a , .� (� ). ..� � Z 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. " `� .(a } [ 7 m 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF / , ,: IFT-"INE UP/3 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF /� f � \ i n 7) 1 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. / ! �/ k 11�T h O 7. WATER SUPPLY PROVIDED BY TOWN WATER. �Al 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S. 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED I h ��`fi "�`��+ /� TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. `I, 10 0.14 �' �� S� VENT � � N C RAC OR PROPOSED 10. IT SHALL BE THE- RESPONSIBILITY OF THE CONTRACTOR TO VERIFY ��•� , � 'r Q -,.I•.�rl O• '' THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SEWER OUTLET �l r.•.... , 4 v,'� 1 '—2 CONSTRUCTION. ---� INV.=99.03 X\II,� '�P� L,� O YARD HAS A LAWN 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS J� Q Q Q y, t' �.- IRRIGATION SYSTEM IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S. 1r1)} ! H�f �S. ti ,,: y EI (SEE NOTE 9)~~ 98,44 AND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3). 69a �O= PROP. 11 C) c> ,' ,, 1 ~ 12. SITE DOES NOT LIE WITHIN A STATE OR LOCALLY REGULATED RECHARGE _. SEPTIC 2 21 X =.3C-1 AREA. C3 a ."" ;L1,ia 9E ��`� !?/ �°r TANK i0.13 () - � �. 1 o,1O„ 1Na 7 - R`85.86' - '= PETER T, PROPOSED SEPTIC SYSTEM UPGRADE PLAN _~ r -~ McENTEE o .` " -~` 97,41 � CIVIL N 107 SPICE LANE, OSTERVILLE, MA CV1'RY ST l J7;4w No. 35109 �T Prepared for: James & Ann Brown, P.O. Box 15, Osterville, MA 02655 �fF ON NG�CC Engineering by: Surveying by: SCALE DRAWN JOB. NO. L�NC Engineering Works WARNER SURVEYING 1 =20' P.T.M. 138-07 VC -7 12 West Crossfield Road 22 Long Road DAft.; CHECKED SHEET NO. G Forestdale, MA 02644 'Harwich, MA 02645 ,508) 477--5313( (508) 432-8309 4/17�07 P.T.M. 1 of 2 D�sOx NOTE: TO PREVENT BREAKOUT, THE PROPOSED PROPOSED TANK INSTALL RISER WITH COVER AND SET FINISH GRADE SHALL NOT BE < EL:96.0 VENT—TIE IN ALL INSTALL RISERS WITH COVERS OVER INLET TO,WITHIN 6" OF FINISH GRADE `FOR A DISTANCE OF 15' AROUND THE UNITS TO VENT +{ T.O.F. =103.03 & OUTLET TO WITHIN 6" OF FINISH GRADE - PERIMETER OF THE S.A.S. (EXISTING) EL.102.0t F.G. EL: 101:0t F.G. EL.:•99.5 — 101.0t A 36 MAX. COVER OVER S.A.S. MAINTAIN 2% MIN SLOPE OVER LEACHING AREA ' L = 21' 4" SCH 40 PVC L 21' L 8'(MAx) , . INSPECTION RISER PIPE' 6, 4" SCH 40 PVC 4"`SCH, 40 PVC ® S= 2% (MIN.) 10" - , 14'° ® S=.1%• (MIN.) s, ® S 1% (MIN.) g" TO - 48" LIQUID - INVERT <' LEVEL INV.=98.35 u OPOSED u INV.=98.60 GAS PR MODIFIED PLUMBING BAFFLE _ _ D—BOX INV.=96.67 4,ROWS OF 8 UNITS AT 4'/UNIT,+ 2'(END CAPS)= 34.00'- y a INV.=98.14 SET NEW INVERT NO LOWERAm ' INV.=97.97 THAN 4 FT. BELOW T.O.F. PROPOSED 1500 GALLON SEPTIC TANK(H-10 , (USE SPEED LEyELERs) SOIL ABSORPTION SYSTEM PROFILE INV.=99.03t > .s u R.rx ESTABLISH.,VEGETATIVE COVER B WITH CLEAN SAND ' ..NOTES: 1 CONTRACTOR SHALL.VERIFY ALL EXISTING PIPE INVERTS PRIOR TO INSTALLATION: - ACKFILL • ) (NATIVE OR PERC SAND 2)`SEPTIC TANK AND D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON A SIX INCH' m-_ MECHANICALLY COMPACTED CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 3) INSTALL INLET. & OUTLET TEES AS REQUIRED. 4) GAS BAFFLE TO.,BE .INSTALLED ON OUTLET TEE: ' : 'f = TOP OF CHAMBER EL 97 0 b a INV ELEV. 96 67 � BREAKOUT EL.-96.0 SEPTIC SYSTEM PROFILE . BOTTOM EEV.-ss.00 . -EXISTING T 8 E t MATERIALSU t A L N.T.S. 5' MIN. ABOVE BOTTOM OF , '21 : . , ,5-4" POLYSEAL OUTLETS • T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.2' 2" 211 i-4" POLYSEAL INLETS USE 4 ROWS OF 8—QUICK4�STANDARD INFILTRATOR CHAMBERS - A N BETWEEN EACH E EP RATIO EEN E C �r x, NO G.W. L 88.9 (TP 2) w17H NO.SEPARATION E ROW & N0 STONE - % j - TYPICAL SECTION i f n; SOIL LOG DESIGN CRITERIA 00. .. 1;` r DATE: APRIL 10,-2007 NUMBER OF :BEDROOMS: 4 BEDROOMS N Top View Section - , %/ � ' i °' r i'', /' M SOIL-*EVALUATOR: PETER T. MCENTEE P.E. SOIL TEXTURAL CLASS: CLASS D-BOX i'`/ / EX1ST/NG ' WITNESS: DON DESMARAIS DESIGN PERCOLATION RATE: <2 MIN/IN r •, t a fi. - �� HOUSE //,/�J07 f {HEALTH AGENT) '' ( � , DAILY`FLOW: 440G.P.D. -) y ;.16 i / p. Pi 1 1,733 DESIGN FLOW: 440 G.P.D. /f TOF-103,03 r ",,REFERENCE ,NO. ',(Assumed),',,r , _" = — _ 00 GAL CAPACITY Depth Elev. PROP SEPTIC K: 15 AGE G NO Elev.. TP `T TP 2 . r Depth' PROPOSED TAN 0 SIDE VIEW ;``,/ �/ 'r % /' A .9 LEACHING AREA REQUIRED: (440) = 594.6 S.F. 100,0 �' gg A 0" I SANDY LOAM SANDY LOAM A `. c 10YR 3/3, 10YR 3%3 .74 INSPECTION PO �,,� ' •/ . 99.J 6..> 99.4 6" — T USE 4 ROWS OF 8 QUICK4 STANDARD CHAMBER UNITS WITH IyO STONE FOR AN-S.A.S. HAVING THE DIMENSIONS: 11 . x 34. TOP VIEW Lam •. � � ! SANDY LOAM 'SANDY'LOAM 8'3 NVERT 10YR 5/8 10YR 5/8 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.72 SF/LF OF .INFILTRATOR) 48 END CAP (EFFECTIVE LENGTH) P5N: •Q4STDE - pc - 97.0� 36" 8 UNITS + 2 END CAPS PER ROW = 34.0 FT ® ® END VIEW • Q . LA C t 34" 96:9 C 4 ROWS x 34.0' x 4.72 SF/LF = 641.9. SF ✓�� ' MULTIPORT END CAP �s�' - 3 0rn N. 38" PERC DESIGN FLOW PROVIDED: 0.74(641.9 S.F.) = 475.0 G.P.O. SIDE VIEW NOMINAL CHAMBER SPECIFICATIONS '- : 4. _ 50" ' SIZE (W x L x H)........ 34"x 48' x 12' MED. SAND MED. SAND EFFECTIVE LEACHING AREA- e _—_ — —~— - 2.5Y 6/4' 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN N BED............................... .. ...:PER CODE >. M ;— i TTjO TRENCH . .... . I N 107 SPICE LANE, OSTERVILLE, MA PER CODE 34" PROPOSED S INVERT ELEVATI°". '.. e" i ----- Prepared for: James & Ann Brown, P.O. Box 15, Osterville,. MA 02655 FRONT VIEW STORAGE CAPACITY PER UNIT .... ...44.4 GAL --� 34.0—'"—�� 89.0 132" 88.9 132" Engineering by: Surveying by: SCALE DRAWN JOB. NO. QUICK 4 STANDARD INFILTRATOR CHAMBER+ EngineedngWork4 WARNER SURVEYING N.T.S. P.T.M. 138-07 INFILTRATOR CHAMBERS NO GROUNDWATER OBSERVED 12 West Crossfield Road 22 Long Road S.A.S. 'LAYOUT PERC RATE <2 MIN/IN. ("C" HORIZON) Forestdole, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET NO. N.T.S. (508) 477-5313 (508) 432-8309 4/17/07 P.T.M. 2 of 2