Loading...
HomeMy WebLinkAbout0885 RIVER ROAD - Health 885 River Road_ AIIR- .9 Marstons Mills A= 045 - 001 - r 1Vo. ®off 3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes Application for Ot5po5ar *pgtem Con5tructton permit Application for a Permit to Construct( ) Repair �( Upgrade( ) Abandon( ) ,Complete System ❑Individual Components Location Address or Lot No. U Q�V� �v G� Owner's Name,Address,and Tel.No. li-\>t6 tom°.S C)[\:, \ Assessor's Map/Parcel GZa�,�, y� o i 3 n S Name,Address,and Tel.No. R� s Name,Address and Tel.No. C-W-e,,.,J 6u 9'1") 5313k e e :u Type of Building: Dwelling No.of Bedrooms �A Lot Size "0-\O'10 t sq.ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) "LA© gpd Design flow provided �y gpd Plan Date _-q" rXo : of Number of sheets Revision Date Title - T 5 ( hx.ti. e13\) Ls\ses Size of Septic Tank SDO �-N Type of S.A.S. cow$ Description of Soil See pv.C.—t\ L �` a7 , ?-)b" ' LA`6 `t Nature of Repairs or Alterations(Answer when applicable) 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 ealth. �+ Signed Date ( `' 2 Application Approved by C Date _3 Application Disapproved by: Date for the following reasons � n Permit No. go 0 Date Issued .50 .r_ .. ra,vc 1..�M�'. .. j•�.�=.r+�.x._�+..:-.+.vye c-w.. f, No Fee 9 THE C MONWEALTH OF MASSACHUSETTS Entered is computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes 2pplication for ]�i5po5al *p!6tem Con.5truction Permit Application for a Permit to Construct O Repair(�j l`Upgrade O Abandon O Complete System ❑Individual Components Location Address or Lot No. 5 9L,, ex- p A Q Owner's Name,Address,and Tel.No. b O ",5 i \PS �11acs�rvn� ����5 Assessor's Map/Parcel y O O , 9 3(�(1 `' v R o C, ' Pt �JatuS �Insta4lerr�s Name,Address,and Tel.No. y `Besig 's Name,Address and Tel.No. Ct -e.,,> 1x • �.cc� � + e fir\ �� . L P o r�o� `�(c 0,(, ..st M Z try z� t„�3 Type of Building: Dwelling No.of Bedrooms Lot Size 'W-\p 10 •Cb sq.ft. Garbage Gi=inder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Ap Design Flow(min.required) 1"1)'^\V gpd Design flow provided gpd l t Plan Date i Ufa' \ Number of sheets �p. Revision Date Title v S Size of Septic Tank Type of S.A.S. �A cn,a oC Vk� Description of Soil �' (t��� ;\ (_ ' �ca1 . � L`c6 'k Nature of Repairs or Alterations(Answer when applicable) _._� Date last inspected: « ; ' Agreement: , The undersign`edlagrees to ensure the construction and maintenance of the afore described on-site sewage disposal system.in accordance with the`provisions ofTitle_5.of thesEnvironmental Code and-riot to place the system in operation until a Certificate of Compliance has been issued by this Board o al h „� �+ Signed -e _ � - Date i_` (� CX�� A lication Approved b _ PP PP Y Date' Application Disapproved by: Date for the following reasons Permit No. d 0 3 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERT;Y,that the On-site Sewage Disposal System Constructed ( ) Repaired ( q ) Upgraded ( ) Abandoned( )by f10111 (A - (1 �c ie e , S r-15 at R � { � ,., u ,O�n S , 1i �, has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. a 00g- 3 dated Installer C? ;C Ser i Designer ���, ty���>.� ,ct �,�Q #bedrooms LA Approved design flow i a The issuance of this permit shall not bl const ued asa guarantee that the system wic,Ic'ory as designed Date fl �; Inspector 7 / Y ————————-- -, ! G -------------- No. ;ooX , 3 Fee (f0 —— THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS 1=igpogal *pgtem Construction Permit Permission is hereby granted to Construct ( ) Repair Upgrade ( ) Abandon ( ) System located at �(+,`(i ,( © 4 t r, t c , n c I (( 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 this permi Date 3 D d Approved by Town of Barnstable + - Regulatory Services . Thomas F. Geiler,Director 1i►RNtBrA�i. � Public Health Division Thomas McKean Director 200 Main Street, Hyannis,MA 02601 Office: 508462-4644 Fax: 508-790-6304 Date: lo�'� 1 Q Sewage Permit# Assessor's Map/Parcel (3�I 5_00 N Installer&D.esianer Certification Form Designer: t1 T 1�,c1s e f'„ , W ne k 3 Installer: �a�e-e w e i-� Address: 1.2 V . CrQ s s�•.e C1 LU Address: (??4 �rJK —7 6 3 ruts l-t a,(Q I N4 OZ(c��y �ev�F-s`cyJ 1 Lei MA QZ(a3Z On ay ae_` 16 P(4-�as issued a permit to install a (date) (installer) f septic system at_$gS (Z.•re� q�k q �� t based on a design drawn by (address) :e+erT Mc:rK+e{ P1=• dated (designer) I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) w�pected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical re f any component of the septic system)but in accordance with State&Localo revision or certified as-built by designer to follow. Stripout(if requ' d the soils were found satisfactory. o PETER T. McENTEE CIVIL No. 35109 (Wstaller's i ture) SSIONAL (Designer's Signature) (Affix Designer's Stamp Here) PLEASE:.RETURN TO BARNSTTABLE PUBLIC HEALTH DDVI IQN. aJR17J f ICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. gAoffice fonnldesipercertification fortn.doc �V r a ®C n INa l \f,\o 4 ti O 3 oA, L�Lv 6: ( LEGEND ,'/1 I [ � N 9795 95.37 x ,� \. �� — -- 98 --— EXISTING CONTOUR ® a x 100.98 EXISTING SPOT GRADE River °' gg EXISTING CONTOUR Rood O° W WATER LINE FROM WELL a : y OVERHEAD WIRES C • 2 y ti 6G �c TEST PIT APN 045 - 00 1 Ra � '� '�� -� BENCHMARK 1 .93±ACRES LOCUS BENCHMARK: 5FIKE ELEVATION = 100.00' 1 \ (A55UMED DATUM) 100.97 x LOCUS MAP � NOT TO SCALE j I `�, ` GENERAL NOTES: N h\99 98 ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL I T$" BOARD OF HEALTH AND THE DESIGN ENGINEER. �> 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS POTENTIAL STRIPOUT '@. {, OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE IF BOTTOM OF' S.A.S. LIES [ i LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: WITHIN THE "Cl" HORIZON ; l f 310 CMR 15.405(1)(b): (SEE NOTE '11) \ 1 \ ' t 1) A 2' variance to the 3' maximum cover requirement, for no greater \ ` ; than 5' of cover. S.A.S. shall be vented and H-20 Rated. EXISTING CESSPOOL �` 9 " 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO BE PUMPED, FILLED W — I 1 rC PRCIPOSED S.A.S. 1 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE / SAND & ABANDONED �`� HIGH CAPACITY 'BIODIFUSERSI DESIGN ENGINEER. t tEIANt., i �� \ 4 RbWS OF 5 ��- `� . KNITS � Q 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING VENT T rn EX-TdNDED W/1'I STONE FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN \ \ 4 �' t L \, t1 y 9.61 x t9 ENGINEER BEFORE CONSTRUCTION CONTINUES. L 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. \ ,► )°i � %i ., 99.68 ` 7 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 28' � HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. I � 1 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. \ tiL �� \\\ •+ SENDER 1 x 9 .97 82.36 x � �� d.,0, /; 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S. o.. I No. 885`. TP 2 >>;� (aJkJeNo.931), 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS S p(15TING AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES. T.O.P.. ; I l �TP-1 sEN�R 2 'r'j ! 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 1 j ) 1 �INV.=9e.0:t �t� 1 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 99.s1;x: �"` ° °� 97.78 / f 1 CONSTRUCTION. 1 I I `f YCiFc II ` 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS f, ' ---- -- I IN THE AREA BENEATH AND 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 HEALTH DEPARTMENT PRIOR TO BACKFILL. � . � r' � �� SLEEVED SEWER \ I\$ °F 414S, �G E ft 3 t PROPOSED SEPTIC SYSTEM UPGRADE PLAN PETER T. F �� , ~' �_ .__ — 885(a/k/o 931) RIVER ROAD, MARSTONS MILLS, MA g McENTEE ` — �� 1.87't ary Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 CIVIL 35109 0�. EDGE 0� PAME ` `�^� OWNER OF RECORD Engineering by: Surveying by: SCALE DRAWN JOB. No. o £I Eng1nwdngW6rb HOOD SURVEY GROUP 1"=30' P.T.M. 231-08 S1 A a. DORIS CHILDS RIVER NOAD 12 West Crossfie Road 16 Route 6A 0 931 RIVER ROAD Forestdole, MA 2644 Sandwich, MA 02563 GATE CHECKED SHEET N0. MARSTONS MILLS, MA 02648 (508) 477-5313 (508) 888-1090 9/20/08 P.T.M. 1 of 2 t NOTE: TO PREVENT BREAKOUT, THE PROPOSED FOR A DISTANCE OF 5FINISH GRADE SHALL TAROUND THE 3 (3) 5" DIA.OUTLETS PERIMETER OF THE S.A.S. 16" SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S. 15.5" �---��2" INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER (MIN.) OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GR SET TO 3' OF F.G. TO SERVE AS INSPECTION POIRHARCOAL 3/4"-t 1/2" F.G. EL: 94.0-96.3(MAX.) VENT EXISTING F.G. EL.=95.0-86.5 G. EL: 95.0t DOUBLE WASHED f 0 � STONE 1 12" 15.5" 6" 8„ L = 24'(max.) L = 8' L = 8'(MAX) APPROVED FILTER FABRIC p S=2% (MIN.) @ S=1% (MIN.) 0 5=1% (MIN.) OVER STONE ONLY 4"SCH40 PVC 6'• -• 4"SCH40 PVC 4"SCH40 PVC H-10 LOADING io 6 11.3" EFF. 14 DEPTH v INV.=93.00 48" LIQUID INV.=92.75 D-BO LEVEL 1' 4 ROWS OF 5 UNITS AT 6.25'/UNIT = 31.3' GAS BAFFLE PROPOSED INV.=92.20 N.T.S. D-BOX OVERALL LENGTH = 32.3' INV.=92.37 WITTEENLET INV.=90.94 SOIL ABSORPTION SYSTEM (PROFILE) PROPOSED 1500 GALLON SEPTIC TANK RESTORE VEGETATIVE COVER TIE IN TO EXISTING SEWERS BACKFILL WITH CLEAN PERC SAND -75" ---�{ AT HOUSE, INVERTS=98.0t TO TOP OF CHAMBERS I BREAKOUT=TOP NOTES: 1) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND TOP ELEV.=91.33 TRUE TO GRADE ON A MECHANICALLY COMPACTED INV. ELEV.=90.94 SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=90.00 310 CMR 15.221(2), II I IIIII�II 2) INSTALL INLET & OUTLET TEES AS REQUIRED. 2.83' 3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' MIN. ABOVE BOTTOM OF f" 76" AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=11.3' EXISTING SUITABLE PROFILE NO GROUNDWATER EL.=83.0 MATERIAL USE 4 ROWS OF 5-HIGH CAPACITY ADS BIODUFUSER UNITS - WITH NO SEPARATION BETWEEN EACH ROW & NO STONE SEPTIC SYSTEM PROFILE TYPICAL SECTION - 16" N.T.S. N.Ts 11.2" SOIL LOG 1. I•----34"--.� DESIGN CRITERIA DATE: SEPTEMBER 12, 2008 (REF#12,353) SECTION END CAP r1�,3,1 SOIL EVALUATOR: PETER McENTEE PE NUMBER OF BEDROOMS: 4 BEDROOMS WITNESS: DAVID STANTON R.S.i „„p 368, HEALTH AGENT 16 HIGH CAPACI-TY (H-20) BIODIFFUSER UNIT SOIL TEXTURAL CLASS: CLASS 1 1 � 1 � 1 O t ELEV. TIP- 1 DEPTH ELEV. TP-2 DEPTH DESIGN PERCOLATION RATE: <2 MIN/IN 1 N ,f; �„ N; ; tij F�F�% 94.0 A 0" 94.0 A 0" MODEL 16" HICAP DAILY FLOW: 440 G.P.D. \ N 1 0�0. , , LENGTH 76" F / As LOAM SANDY LOAM NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT DESIGN FLOW: 440 G.P.D. ; �� ; 'i / 16YR 4/2 10YR 4/2 EFFECTIVE LENGTH 75" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY GARBAGE GRINDER; NO 1 /' / ," 93.3 f 8" 93.3 B 8" DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. B �. SIDE WALL HEIGHT 11.2" PROPOSED SEPTIC TANK: 1500 GAL. CAPACITY 2q2, /NO. 885/ SANDY LOAM SANDY LOAM (�r/allo.931)/ 10YR 5/8 10YR 5/8 OVERALL HEIGHT 16" LEACHING AREA REQUIRED: (440) = 594.6 S.F. 7.%.FEXl5TING!�' 91.5 C1 C1 OVERALL WIDTH 34" 30" 91.5 30" 4640 TRUEMAN BLVD 74 ' 'HOUrJE. - SILT LOAM SILT LOAM HILLIARD, OHIO 43026 "" 7.O.P. I00.02' SY 5/4 5Y 5/4 13.6 CF • DISTRIBUTION BOX: 4 OUTLETS (MINIMUM) ,� %;;;F`, 90.5 42" 90.0 48 CAPACITY (101.7 GAL) ADVANCED DRAINAGE SYSTEMS, INC. C2 C2 54"PERC USE 4 ROWS OF 5 HIGH CAPACITY ADS BIODIFUSER H-20 UNITS ; ' 'f �`����"�"��°�� I PROPOSED SEPTIC SYSTEM UPGRADE PLAN r WITH NO STONE AND EXTENED BY 1 FT. WITH STONE (11 .3'x32.3') 66" 885(o/k/a 931) RIVER ROAD MARSTONS MILLS, MA SIDEWALL AREA: NOT APPLICABLE MID. SAND MED. SAND BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.70 SF/LF OF BIODUFUSER) 2:5Y 6/4 2.5Y 6/4 Prepared for: Capewide Enterprises, P.O. Box 763, Centerville, MA 02632 (INFILTRATORS) 20 UNITS x &25 LF x 4.70 SF/LF = 587.5 SF } (STONE) .1' x 11.3' = 11.3 SF 83.0 i 132" 83.0 132" Engineering by: Surveying by: SCALE DRAWNT231-0 JOB. NO. .......................................... _ En in6gf9n Works HOOD SURVEY GROUP NTS P.T.M. 8 TOTAL AREA 598.8 SF PERC RATE <2 MIN/IN. ("C2" HORIZON) g 9 ' 12 West Crossfield Road 18 Route 6A DATE CHECKED SHEET N0. ENO GROUNDWATER ENCOUNTERED DESIGN FLOW PROVIDED: 0.74(598.8 S.F.) = 443.1 G.P.D. Forestdole, MA 02644 Sandwich, MA 02563 S.A.S. LAYOUT . (50s) 477-5313 (508) 888-1090 9/20/08 P.T.M. 2 of 2 t