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HomeMy WebLinkAbout0194 SANDALWOOD DRIVE - Health (2) off© � � t3�� � ' _ —_ _, -_ � - - - No. 0 (� Y Fee /Qu THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:L� PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes d 9ppliCation for Mispo8al Opstent Construction Permit qvzz Application for a Permit to Construct( ) Repair( ) Upgrade Abandon( ) ❑Complete System >Individual Components Location Address or Lot No. I/�� /► t,�� '� Owner's Name,Address,and Tel.No. / Assessor's Map/Parcel ( � IL Installer's Name,Address,and A1.Not, Designer's Name,Address,A Tel.No. Type of Building: oo per'c_ Dwelling No.of Bedrooms Lot Size l c7 J sq.ft. Garbage Grinder( ) Other Type of Building 0 No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(miApt'l d) gpd Design flow provided �, Z, gpd Plan Date Number of sheets C1 Revision Date 9 Title Size of Septic Tank type of S.A.S. `L {�,, / Description of Soil �1 vU_ a 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 4Boo d ental Code and not to place the system in operation until a Certificate of Compliance has been issued by thit . I Sign Date Application Approved by Date 1 Application Disapproved by Date for the following reasons Permit No. 2 0 +, Date Issued s 3 Z ,/ r No. `� n �• (� ! 1 r` ,s 1 Fee Liu ,--THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: k ti PUBLIC HEALTH DIVISION.- TOWN OF BARNSTABLE*MASSACHUSETTS es1,4+ t +# ltl'litation for Disposal 6pstem ConBtrUctiolt,3ermlt �j -7fay t y` f Jl'a 'Sx * ^ Application for a Permit to Construct( ) Repair( ) Upgrade ) Abandon( ) ❑Complete System ndividual Components !°' Location Address or Lot No. Owner's Name,Address,and Tel.No. IgQaraiooy ►r. Assessor's Map/Parcel !Zq r f &,h4. ' a Installer's Name,Address,and Tel:`No r Designer's Name,Address,atlfd Tel.•No. 40 -� a.o - - v,.• . , a % Typ of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) s Other Type of Building C G I: R No.of Persons Showers( ) Cafeteria( ) Other Fixtures ► Design Flow(min.required) i gpd Design flow provided- ZA2.;zi7 gpd Plan Date A 11Lr Number of sheets - Revision Date '°-- _ —a Yt1Mt, �� lr A lean 04 a l L � r- Title _ . rr .... - v v - / . a Size of Sepfic Tank i ype of S.A.S. 1 12 i A. �4 - Description•ofSoil .� - Nature of Repairs or Alterations(Answer.whe app"l7cabl`e)-h i*ij i L v A rJAj S r7s, V t Date last inspected: Agreement: The undersigned agrees to ensutexhe construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title�'of the Envir.. ental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board'"Heald Signed Date �+ Application Approved by 1 :4 (� Date Application Disapproved by k Date for the following reasons 4 Permit No. 7 ® a• f —i (—V Date Issued .,� THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS - -- Certificate of Compliance r THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(X) Abandoned( )by at E _ �/e, has been constructed in accordance , r / with the provisions of Title 5 and the for Disposal System Construction Permit No.,Z o, t-1 I't/ dated4. Installer 11 Designers A! I.I r \r t #bedrooms Approved design flow 3 ?0 gpd The issuance of this permit shall not be construed as a guarantee that the system will f"ii ctfon as designed. j Date £ 1 l Inspector (�hn, r 1 " �-i No. Fee /UU. THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS Disposal &pstem Construction i3ermlt - Permission is hereby granted to Construct( ) Repair( ) Upgrade O Abandon( ) System located at L l(j�C- 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 permit. . Date C �ld f Approved by [:1,� j [i �l 4 TOWN OF BARNSTABLE L� r. SEWAGEit LOCATION IMT� 4���114� VILLAGE CQtai l ASSESSOR'S MAP&PARCEL 0(0 0 391 INSTALLER'S NAME&PHONE NO. �(Jifltjj Z SEPTIC TANK CAPACITY • LEACHING FACILITY:(type) Z �- size �Z•�-�2S NO.OF BEDROOMS d V OWNER WAA PERMIT DATE: s 3'o?DcR COMPLIANCE DATE: S 7 a 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) do Feet Edge of Wetland and Leaching Facility If an wetlands g et ands exist within g ty( Y 300 feet of le c i fa i ) r Feet FURNISHED BY AI-26' 38 � _ ' 3- 3 CS'd,31 • I� c,�r�4�w�,c�j S � � . . 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'... -. .... .. ... 11 S y do 11 cafFaam�u#4 #+ 13.1oc �. .... LEGEND COTUIT LOCUS --~— PROPOSED CONTOUR ® PROPOSED SPOT GRADE W -- 98 -- EXISTING CONTOUR GVRLE + 96.52 EXISTING SPOT GRADE ROSEWOOD LANE w EXISTING WATER SERVICE o o 09 TEST PIT -pj� + 78.52 + 78.32-----61--92' - SCALE: 1"=3V �o BENCH MARK N TOP OF FOUNDATION - Za LOT 30 79.65 R� �- BARNSTABLE CIS DATUM AREA =21559 sf+- PLAN BOOK 284 PACE 42 ` ASSR MAP 10 PCL 39 1 •� vent LOCUS MAP LOCUS INFORMATION f ` PLAN REF: 284/042 1i �, TITLE REF: 12614/0304 PARCEL ID: MAP 10 PAR. 039 s, I PROPERTY IS IN ZONE II, IS IN ESTUARIES PROT. FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE D SEPTIC SYSTEM 0 XREPAIR PLAN m ` /f-W LOCATED AT: 194 SANDALWOOD DRIVE / V 1 N < �, Z COTUIT, MA O N r� o PREPARED FOR STEVEN & KATIE KOGLIN 7� APRIL 12, 2021 ;U NQ�� OF �sf'� I O�, k'q y ��' �y m I o D R R E kyi. s I no N 1\%X -L-2A 9 �NITAR\1`� 1 \, --78 77 -- MEYER & SONS, INC. 1—8 PLAN ��--�- E P.O. BOX 981 �L SCALE: 1 in - 3a EAST SANDWICH, MA. 02537 0 20 40 O 10 20 40 PH: (508)360-3311 FAX: (774)413-9468 meyerandsonstitle5@gmail.com SHEET 1 OF 2 J 1894 ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS FOUNDATION: BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE (Existing) FINISHED GRADE (79.0) = 79.65�• �F.G.EL: 79.0 F.G.EL: 78.90 F.G. EL: 79.0 � VENT MAINTAIN 2% MIN SLOPE OVER LEACHING AREA a :s a 2" OF 3/8" DOUBLE WASHED 3/4" F.G.EL: 77.42 `' STONE OR FILTER FABRIC •' DOUBLE WASHED STONE 6" I " 4" SCH 40 PVC " s mama fEEa®® 10 TEE'S ARE TO BE 14 ® S= 1% (MIN. ®®®®®� 00mINV. 75.20 ammamma®®:r4" scH 4o Pvc 2 E F. DEPTH ®®®®®® ®®® INV. 76.15 .' INV. 75.00 4' 2 X 8.5' 4' GAS PROPOSED DB-3 = EXISTING OUTLET BAFFLE DISTRIBUTION BOX EFFECTIVE LENGTH 25' INV: 76.40 (1-120) INV. ELEV.= 74.80 EXIST. 1,000 GALLON SEPTIC TANK OF GAS BAFFLE TO BE INSTALLED ON ����� ss9� BREAKOUT OUTLET TEE AS MANUFACTURED BY DA EP M ti� ELEV.= 75.80 TUF-TITE, ZABEL, OR EQUAL N4d� TOP CONC. ELEV.= 75.80 Mond- INV. ELEV.= 74.8 am n am NOTES: G/ p aaa®® 1) CONTRACTOR SHALL VERIFY ALL EXISTING tn`- PIPE INVERTS PRIOR TO CONSTRUCTION X4NITAR\a� BOTTOM EL,= 72,80 Mmmmmm® 2) D-BOX SHALL BE SET LEVEL AND TRUE 3.75' 5 FT. 3.75' TO GRADE ON A MECHANICALLY COMPACTED SIX ` INCH CRUSHED STONE BASE, AS SPECIFIED IN ��Z 2 SEPARATION 6.00 FT. EFFECTIVE WIDTH = 12.5' 310 CL I LET &(2) SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES W/ BOTTOM OF TESTHOLE EL: 66.80 _ (SECTION) GAS BAFFLE AS REQUIRED (500 GALLON H-20 LEACH CHAMBER) SOIL LOGS P#: 21-91 GENERAL NOTES: DESIGN CRITERIA **IN ESTUARIES PROT.** DATE: MARCH 26, 2021 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL NUMBER OF BEDROOMS: 3 BEDROOM DESIGN BOARD OF HEALTH AND THE DESIGN ENGINEER. SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF) SOIL EVALUATOR: DARREN MEYER, RS, CSE 1614 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS WITNESS: DAVE STANTON, BARNSTABLE HEALTH DEPT. OF THE STATE ENVIRONMENTAL CODE. TITLE V. AND ANY APPLICABLE DESIGN PERCOLATION RATE: <2 MIN/IN LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW: DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D. - 310 CMR 15.405 (1) (B): 1) A 0.20 Fr. VARIANCE FROM 310CMR�5a21(7) To ALLOW LEAMING GARBAGE GRINDER: NO (not designed for garbage grinder) Elev. TP-1 Depth a,,,. Tp-2 Depth 78.80 0" 78.80 0" TO BE UP To 3 20 Fr (MAX) BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED) SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXISTING 1,000 GAL SEPTIC TANK FILL FILL 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 77.72 13" 77.80 12" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F. DESIGN ENGINEER. A 1CYYR 3/2 SAN 0 A LOAMY1 GYR 3/2 SAN0 4. ANY CONDITIONS ENCOUNTERED DURING rOWRTRUCTION DIFFERING USE TWO (2) 500 GALLON H-20 PRECAST LEACH CHAMBERS W/ 4' FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 77.47 B 16" 77.47 B 16" ENGINEER BEFORE CONSTRUCTION CONTINUES. STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D LOAMY SAND LOAMY SAND 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 74.80 1OYR 5/8 48" 74.80 10YR 5/8 48' 6. THE Co CONTRACTOR OAR IS OWNER TOENonF�THE FOR THE LOCAL BOARD OF OF BOTTOM AREA 25 x 12.5 = 312.5 SF PERC TEST C C HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF O EL 73M 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE MEDIUM MEDIUM TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D SAND SAND 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 2 5Y 7/4 2.5Y 7/4 To A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 66.80 144" 66.80 144` 10. EX EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. PROPOSED SEPTIC SYSTEM UPGRADE PLAN 11. 0HOUR NOTICE FOR ENGINEER CERTIFICATION y` PM PATE <2 NO GROUNDWATER I "OBERVED°") 194 SANDALWOOD DRIVE, COTUIT, MA 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY Prepared for: Koglin 13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. Design and Site Plan by: SCALE DRAWN DATE 14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. MEYER&SONS,INC. N.T.S. DMM 04/12/21 15. ALL PIPING TO BE 4' SCH 40 O 1/8%FT (UNLESS SPECIFIED) PO BOX 981 REV DATE EAST SANDWICH,A9A 02537 CHECKED SHEET NO. 506-362--2922 DMM 2 of 2