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Home My WebLink About0054 LUMBERT MILL ROAD - Health 54 LUMBERT MILL RD., CENTERVILLE A=168-103 llll ® y� UPC 12534 No.2_ HASTINGS,MN TOWN OF BARNSTABLE tP LOCATION / L��/J�/h`%� �� _. -- SEWAGE # -S VILLAGE C e-mLee dl F ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) 2 -fC90gQ f fekL>(r'(size) NO.OF BEDROOMS UII.DE OR OWNERS/�Ct�+ PERMITDATE: !R � ` �I� 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 by �} f 13 34/ 0 0 l) �1 / No. FeeV THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE. MASSACHUSETTS ZippYication for Mizpogar *pgtem Congtruction Permit Application for a Permit to Construct(x)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. s.y� C�c i,, cti.,f /Jy% ( Ow#M d T0.1 1 ff Assessor's Map/Parcel /J3 ��, ®� I��r��ame,A ss,and Tel.No. Designer's Name,Address and Tel.No. yf J► G Jftn�t�Ji Type of Building: Dwelling No.of Bedrooms �? Lot Size Z� ,1psq. ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow -3 �- gallons per day. Calculated daily flow 331V gallons. Plan Date 9-1-7—f9 Number of sheets Revision Date Al � Title _6 /r,;F— f— J9 4i-4L Ot Sy 01-47 Size of Septic Tank /Soo Type of S.A.S. Soo 4-1-1— <. cisiis,��S Description of Soil c ft Sc 09-4-..4� 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 o Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been iss by this Board of Health. Signed X,4 d.41 Date er Application Approved byok-4—, Date Application Disapproved for the following reasons Permit No. Date Issued 4 .3 3� 3 e/ \ 05 i -0& � 3 TOWN OF BARNSTABLE LOCATION .��/ L�,�► / na�� IP6I SEWAGE # -SS VILLAGE r-aLee'L.1/F ASSESSOR'S MAP & LOT 1� ,� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) NO.OF BEDROOMS U DE ,OR OWNER /'1aACAIVOrl PERMITDATE: R - 1 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 by No. 'r Fee - THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 2pplication for Mi5pogar 6potem Cd'n!6truction Permit- Application for a Permit to Construct(k)Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. 4h,. /<., /h %/ � / Ow � d Te. Pj Assessor's Map/Parcel G� �✓3 U)I O 2 A/'��3y I ame,A less,and Tel.No. Designer's Name,Address and Tel.No. 3Ga/-/s / f G a dh>0� 3unLS R19, Type of Building: Dwelling No. of Bedrooms ~ Lot Size 2 sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 33d gallons. Plan Date Number of sheets Revision Date AJ Title .S /:4 r E /✓<+4 Zr Sy Size of Septic.Tank / SUa.- Type of S.A.S. sev 4.9 't t r�,•a.n�3E,.S Description of Soil �Sf �"�.•� " '"""`� Nature of Repairs or Alterations(Answer when applicable) r f Date last inspected: ' t Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions o itle 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has beAissby this Board of Health.Signe Date Application Approved by 9 Date s " Application Disapproved for the following reasons f Permit No. Date Issued YAMWr --- ---------1----------------- -------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired ( ) Upgraded( ) Abandoned( )by at onstructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. ted Installer Designer The issuance of this e s all n�jt be construed as a guarantee that the system ill fon as designed. Date ! Inspector f.�J No. on Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mi5p0ar *pgtem Con!truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon( ) System located at and as described in the above Application for Disposal System Construction Permit. The applicant recogni es his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Constntcti n must co ted within three years of the date of ' Date: Approved by , T.O.F. AT EL. 49.0' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 1 ACCESS COVER (WATERTIGHT) TO D.A. OJALA, SE ( ENGINEER: 48.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE J. DUNNING WITNESS: 2% SLOPE REQUIRED OVER SYSTEM KGB 0, I" L RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 8/6/98 - 46.0 -- FOR FIRST 2' PERC. RATE < 2 MIN. PER INCH PROPOSED 1500 3' MAX. GALLON SEPTIC 45.55' I 9225 "k� 45.80' TANK (H- 10 ) GAS CLASS SOILS P# BAFFLE 45.54' �«� '45.31 0 0 C] 0 0 Cl 0 0 45.25' M ED El M ED 1=1 0d ' ( % SLOPE) �6" CRUSHED STONE OR MECHANICAL 8� 4 ELEV. ELEV. 3 r'` 4, COMPACTION. (15.221 [2]) C> 2' 0 � f� 0 E 0 ED o00 43.25' [ 4 , DEPTH OF FLOW = ( 1 % SLOPE) ( 1 % SLOPE) 0" 48.1' 0" 46.0 TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE INLET DEPTH = 10 O 0 OUTLET DEPTH = 14" 3 LOCATION MAP SCALE 1 A LS A LS FOUNDATION— 10' SEPTIC TANK 1' D' BOX 14' LEACHING 4" 1OYR 3/2 1OYR 3/2 FACILITY ASSESSORS MAP 168 PARCEL 103 E LS E LS ZONING DISTRICT: RC 7.45' 6" 1OYR 6/1 1OYR 6/1 YARD SETBACKS: B B FRONT = 20' LS LS SIDE = 10' 1OYR 5/6 .. REAR = 10' 45 4 43 34 45.3 3S 10YR 5/6 43.1' PLAN REF. - 309/5 46 C FLOOD ZONE: C 47 � 35.8' C 0o MED/COS 48 00. 2.5Y 7/4 MED/COS - - LOT 11 2.5Y 7/4 21,604 SIF TH 2 5� 120" 38.1' 122" 35.8' 9 12 NOTES: NO WATER ENCOUNTERED DE`I',N: NOT ALI nWFn 1 . DATUM IS APPROXIMATED FROM HYANNIS QUAD PROP. DWELL — —: ---- T.F. ` 4 DESIGN FLOW: 3_ BEDROOMS ( 110 GPD) = 330 GPD 2. MUNICIPAL WATER IS AVAILABLE 49.0 USE A 330 GPD DESIGN FLOW " � �� 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. SEPTIC TANK: 330 GPD 2 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 ' ( ) = �g 48 5. PIPE JOINTS TO BE MADE WATERTIGHT. 1500 21 yts USE A ____ GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. :•. 00 } ,' 00 LEACHING: ENVIRONMENTAL CODE TITLE V. ; `'' 8g. 2(25 + 12.83) 2 (.74) = 112 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE o. W "�; SIDES: 25 x 12.83 (.74) 237 USED FOR LOT LINE STAKING. = , TH1 ES h� CONC. BOUND BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. - �� TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT BENCHMARK: IRON PIPE 14' USE (2) 500 GAL. ACME OR EQUAL LEACHING INSPECTION BY BARD OF HEALTH AND PERMISSION OBTAINED AT ELEV. 48.0' 13, r FROM BOARD OF HEALTH, _... CHAMBERS WITH 4' OF STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & _OVERHEAD UTILITIES PRIOR 47 48 TO COMMENCEMENT OF WORK, r LEGEND SITE AND SEWAGE PLAN �oa � 46 NOTE: SITING OF HOUSE ON LOT IS IN RESPONSE 100.0 PROPOSED SPOT ELEVATION OF 15. +� 54 LUMBERT MILL ROAD TO OWNER'S WISHES, AND ACCESS TO GARAGE IS THE RESPONSIBILITY OF THE OWNER. 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: Fl 00YI PROPOSED CONTOUR (CENTERVILLE) BARNSTABLE — — 100 — - EXISTING CONTOUR PREPARED FOR: �,R8F5 MARKWOOD CORPORATION - 30 0 30 60 90 / V , BOARD OF HEALTH tit Q��T /�OA � APPROVED DATE MA SCALE. 1' = 30' DATE: AUGUST 17, 1998 D off 508-362-4541 fox 508 362-9880 Of down cape engineering, Inc. ��P`tARNEAJ�rs Of cJ ARNE H. CIVIL ENGINEERS o H y CIVIL at oiAu� No 348 N LAND SURVEYORS �� vgoo C ?Io) _ r a� ( C G 98-299 939 main st. yarmouth, ma 02675 AN AR H. 0JALA, .L.S. ~ DATE T.O.F. AT EL. 49.0' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) /� D.A. OJALA, SE r ACCESS COVER (WATERTIGHT) TO ENGINEER: 48.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6." OF FIN. GRADE WITNESS: J. DUNNING 2% SLOPE REQUIRED OVER SYSTEM . 48.0' 'I RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 8/6/98 _ n` ) 46.0' FOR FIRST 2' < 2 MIN. PER INCH ' PROPOSED 3' MAX. PERC. RATErr- _ TANKCALLOH-SE10C CLASS SOILS P# N' ;► �p�'-`y 45.80' ( ) 4GAs 5 I 9225 y�x ��.. BAFFLE 45.54' �«� 45.37' 45.25 C7C7171C] M CIM 2SIDES - ✓ ( % SLOPE) �-6" CRUSHED STONE OR MECHANICAL (� (� � [] � 0 L� ELEV. ELEV. COMPACTION. (15.221 [2]) 8 ( - 4 2 EDOO � M E1 = -SA, 43.25 Q Q , DEPTH OF FLOW = 1 1 0 $ 48.1' 46.0 ( %' SLOPE) ( SLOPE) �" 0 TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE 7/ INLET DEPTH = 10 0 0 OUTLET DEPTH = 14 3 LOCATION MAP SCALE 1" A LS A LS FOUNDATION- 10' SEPTIC TANK 1' D' BOX 14' LEACHING 4" 1OYR 3/2 1OYR 3/2 ASSESSORS MAP 168 PARCEL 103 FACILITY E LS E LS ZONING DISTRICT: RC 7.45' 6" 10YR 6/1 10YR 6/1 YARD SETBACKS: B B FRONT = 20' LS LS SIDE = 10' 45 4 43 34„ 10YR 5/6 45.3' 35" 10YR 5/6 43.1' REAR = 10' 46 PLAN REF. - 309/5 47 35.8' C C FLOOD ZONE: C � 0o MED/COS 48 00- 2.5Y 7/4 MED/COS - - LOT 11 2.5Y 7/4 21,604 SF 1$�0 TH 2 , h 120" 12' 38.1' 122" 35.8' 9 "ii"-'i NO WATER ENCOUNTERED NOTES: w W t ; 4H� SEPTIC DESIGN: NOT ALLOWED 1 . DATUM IS APPROXIMATED FROM HYANNIS QUAD PROPDWELL. �� _ (GARBAGE DISPOSER IS ) . i D DESIGN F LUW• _ BEURUUMS 0 GrL) - vru nv^.;L",CLE T F 49.0' b ) . ivlu vli IrHL VVA to r5 - R �Y x I� USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. w; /f SEPTIC TANK: 330 GPD ( 2 ) = 660 4. DESISN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 �g 48 - ,' 5. PIPE JOINTS TO BE MADE WATERTIGHT. ` 'USE A _ GALLON SEPTIC TANK 21' �1a '' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. pO � ��Oq LEACHING: ENVIRONMENTAL CODE TITLE V. 0 2(25 + 12.83) 2 (.74) = 112 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE W SIDES: USED FOR LOT LINE STAKING. %� 25 x 12.83 (.74) = 237 TH1 h CONC. BOUND BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4 PVC. ESQ, TOTAL: 472 S F. 349 GPD 9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT BENCHMARK: IRON PIPE 1a' USE (2) 500 GAL. ACME OR EQUAL LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED AT ELEV. 48.0' 13 FROM BOARD OF HEALTH, CHAMBERS WITH 4' OF STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR 47 48 TO COMMENCEMENT OF WORK, :. LEGEND SITE AND SEWAGE PLAN 5 �p W ' , 1 /46 NOTE: SITING OF HOUSE ON LOT IS IN RESPONSE 100.0 PROPOSED SPOT ELEVATION OF �1 s� 54 LUMBERT MILL ROAD � TO OWNERS WISHES, AND ACCESS TO GARAGE IS THE RESPONSIBILITY OF THE OWNER. 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: 100 PROPOSED CONTOUR ( CENTERVILLE) BARNSTABLE F 100 — EXISTING CONTOUR PREPARED FOR: 8 MARKWOOD CORPORATION tiw 30 0 30 60 90 rta C V A n BOARD OF HEALTH Ott ROB D� APPROVED DATE MA SCALE: 1" = 30' DATE: AUGUST 17, 1998 off 505-362-4541 fax 508 362-9880 Of Of down cape engineering, inc. ��P`iARNEAJJq�t �� tw =° as ? ARNL N. H. ,. ' CIVIL ENGINEERS a ? °v`uC'` 9 No 348 N LAND SURVEYORS r of l 98-299 939 main st. yarmouth, ma 02675 — "" -- AR H. OJALA, .L.S. DATE