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Home My WebLink About0354 WHEELER ROAD - Health �356.Wheeler Road Marstons Mills A = 082 016 j ,t 1 , f I I 1 , , f- TOWN OF BARNSTABLE _LOCATION �`SY(.3� �'�e�cr I�. SEWAGE # M0.3 : � (i"VTI:.LAGE e?< /2-1`11S ASSESSOR'S MAP & LOTMZ-�f b INSTALLER'S NAME&PHONE NO. Ae—l"r 771 !SEPTIC TANK CAPACITY M C'r"i 6dV6 RVgyp C"'4rE LEACHING FACILITY: (type) SW (size) 17-* Y .S3•r NO. OF BEDROOMS Y BUILD �®RoW`NER ��` ZZ I PERMITDATE: 'I-I C-03 COMPLIANCE DATE: 7 s ZZ-O 3 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]each f 'hty) Feet Furnished by �� _ _ �.' �� i i�2 /3� { � t THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 01pprftatfon for Mfe;po11 *p5tem Couotructf,ou Permit Application for a Permit to Construct( )Repair( Upgrade( )Abandon( ) 11 Complete System ❑Individual Components Location Address or Lot No. '�S Owner's Name,Address and Tel.No. Assessor's Map/Parcel �tw,-a runs �l S�� r-> Arl Z Z Installer's Name,Address,Zad Tel.No.0, , Designer's Name,Address and Tel.No. �s 2a Lam, l��w�. c Type of Building: Dwelling No.of Bedrooms _ Lot Size w sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date i Number of sheets / Revision Date Title Size of Septic Tank Type of S.A.S. Description of Sofl 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 Certifi- cate of Compliance has been issued b oard of H a Si ned Date t Q 3 Application Approved by Date Application Disapproved for the following reasons Permit No. O 3 d 5 Date Issued -7 1 11 103 Entered in computer: ''ay THE COMMONWEALTH OF MASSACHUSETTS - Yes - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS 2pprtcatton for Mt'5po.5a1 *pgtem Con�tructton Permit Application for a Permit to Construct( )Repair( grade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. j �1 i°G�t ' Owner's Name,Address and Tel.No. /J't Gc. S r71►1 s Assessor's Map/Parcel r Installer's Name,Address,and Tel No. Designer's Name,Address and Tel.No. t Type of Building: Dwelling No.of Bedrooms�_ Lot Size 9 1,1�i'sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date 7 li h? 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) 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 Certifi- cate of Compliance has been issued by is.Board of Health. Si ne10 d Date 1 1 1 9 Application Approved by Date Application Disapproved for the following reasons Permit No. C:)-_5 Date Issued -7 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 �-�` /I�r /; at 1151 hf R e l e l C <-I has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.'7-003-305 dated '7- f 1-03 Installer Designer The issuance oft s pern-it shall not be construed as a guarantee that the syste f n de fed. Date I Z Z 413 Inspector 1 Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLES MASSACHUSETTS Mi.5pont 6potem ��on5tructton Permit Permission is hereby granted to Construct( )Repair(VU grade( )Abandon , ( ) System located at ?5 q &/� a e, /, I k2o1 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:Constr ction ust be completed within three years of the date of this . it. Date:_ �r Approved by TOWN OF BARNSTABLE LOCATION SEWAGE # •l VILLAGE ASSESSOR'S MAP LOT INSTALLER'S NAME PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:(type) /G�� ;T' (size) NO. OF BEDROOMS Z PRIVATE WELL OR PUBLIC WATER BUILDER OR OWNER & 4h-?61®AV A>P��.•/' DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No l � �7 b aleGI U �J I TOWN OF BARNSTABLE LOCATION 13SY l3r V keid e- / SEWAGE # M03 30� � . J VILLAGE `�`S I� ASSESSOR'S MAP & LOTM-alb INSTALLtR'S NAME&PHONE NO. Ae-kty e,✓jl' ?�► / SEPTIC TANK CAPACITY OW ('�'- fi4z9G Av►�a i � LEACHING FACILITY: (type) 3 3u0 cvc% (size) S3.r j NO.OF BEDROOMS Y j BUILD OR OWNER �rriZ PERMTTDATE: '1-I�—03 COMPLIANCE DATE: °7'Z�—O 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 leac ' f�ility) Feet Furnished by 33 6 i �' � t �'�G,r 9� IEGE V D J I �� F E I"i P R O 1- I L E PROVIDE INSPECTION PORT WITrHiN 6" FINISH GRADE TEST HOLE LOGS TOP FNDN EL, 85.8' _--- SEPTIC DESIGN: GARBAGE DISPOSER IS NOT ALLOWED ' ACCESS COVER TO WITHIN 6" OF FIN, GRADE (NCT TO SCALE) PROPOSED SPOT ELEVATION ) /� ACCESS COVER (WATERTIGHT) TO AH OJALA. P[', '- /// ENGINEER;____ DESIGN FLOW: 4_ BEDROOMS ( 1 10 GPD) = 440 GPD WITHIN 6" of FIN. GRADE SNtMUh ,7$' OF COWER OVER PRECAST /� QS $� p 9 00x0 EXISTING SPOT -ELEVATION USE A 440 GPI i1ESIGly 2% SLOPE REUIRED;OVER SYT SAM WHITE Locus FLOW - `"" � � WETNESS: .....� 100 PROPOSED CONTOUR SEPTIC TANK: 440- GPD ( 2_) 1180 RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 6 18 03 Z� FT /FOR FIRST 2' DATE: 1500 , , „ PROPOSED 1�piL - �„ 3' MAX. PERC. RATE - < 2 MIN/JjCH IN MCS 100 EXISTING CONTOUR USE A _ G�,:.,.CN SEP7 C TANK Q ` _ LEACHING: SLAB ® 78.V± 75.8'f** GALLON S�hTiG' �,75 5. J� p TANK H- 0 Q w ITEM 84.0 1 10,505 ( _ ) GAS _ i class sofLs # �4 SIDES: 2 33.`+ + 12.83 „ 2 (.74) - 137 EAFFLE �Q 4 44. E 84.27 �w Lico00 00 000 BOTTOM: <_ 12.$3 .74) 318 ' 0 83.17 p C7 0 ED0 0 O 'O 0 4' AROUND PROVIDE MIN 2% SLOPE _6" CRUSHED STONE OR MECHANICAL _� 0 � 0 0 m Q m o 0 COMPACTION. (15.221 (2]) 2' 0 0 000 0 0 Q Q >aro0l coNF TOTAL: -. 455 GPD , / A 81.17 ELEV. 615 c ._ - DEPTH OF FLOW = 4' �� USE (3) 500 GAL.. LEACHIN•_, CHAMBERS ACME OR TEE SIZES: ( 2 % SLOPE) (_- % SLOPE) .. [ t� -( 3/4 TO 1 1/2 DOUBLE WASHED STONE 0 89.0 EQUAL) WITH 4" STONE ALL AROUND INLET DEPTH = 10" A ' OUTLET DEPTH 14" L5' ) LOCATION MAP NTS 2.17' * 4" 10YR FOUNDATION-- 10' ST 20 PUMP LEACHING B r , BOARD OF HEALTH ClikJBER 94 D BOX ----- t2 ASSESSORS MAP 82 PARCLL 6 FACILITY - SL- MA **INVERT OUT 0: DWELLING UNKNOWN. ' APPROVED DATE PROVIDE MIN 2q SLOPE TO PROPOSED EL. 79.0 28 1 OYR 5/6'i `$ 6' SEPTIC TANK (CONTRACTOR TO CONFIRM SUITABLE 82.1 EXIST, WELL SOILS FOR MIN. 4' BENEATH BASE OF C1,' 83 LEACHING FACILITY PRIOR TO / INSTALLATION OF ANY PORTION OF SYSTEM) 85.2 / 46" 8 � C2 ALARM ANI, CONTROL PANEL �� 88 TO BE INSTALLED INSIDE MCS + 86. BUILDING. ALARM TO B£ ON SEPARATE CIRCUIT FROM PUMP " I i INv. IN 75so' 10YR 6/3 1000 GAL. H-10 SI' 2 PRESSURE PIPE t0 D'BOX 8� 700 i,AL.+ SLOPE TO DRAIN BACK TO PC 4 891 6 FLnAT SWITCH ALARM ON RESERVE WEEP HOLE 120" 79.0' SETTINGS: PUMP ON 8' f CHECK VALVE NO WATER ENCOUNTLRED 4' WORKING RANGE ZOELLER 'WASTEMATE' 811 �90.7 � , + 89.9 4' SUBMERSIBLE MODEL M282 1/'2 HP PUMP PUMP OFF 8' SYSTEM (OR EQUAL) 1 0 �O 6" CRUSHED STONE OR o00000 co 00 1 COMPACTION __------- NOTES: ' + PUMP CHAMBER + 9\•5 pmp \ (NOT TO SCALE) 1 . DATUM IS ASSUMED / 91.3 1 ` VENT i. WATERPROOF - 2. MUNICIPAL WATER IS NOT AVAILABLE 1 1 + 90.6 ,1 / 1 / u i 11 1 TH 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 c°o rn '1 5. PIPE JOINTS TO BE MADE WATERTIGHT..v 1 + 90.4 �` 90.6 l o - -�BL S4, ., L + 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 1 h ENVIRONMENTAL CODE TITLE V. +/90.6 + j j fir-- EXIST. SEPTIC SYSTEM SHOWN AS 7. 0 BE 1 + 919� j� / \,"73v THIS PLAN IS FOR PROPOSED WORK ONLY AND NOTT1 ✓ PER AS-BUILT ' LAN AND HAS NOT USED FOR ANY OTHER PURPOSE. BEEN FIELD CONFIRMED. _ 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40- PVC. .� BLOCK A NEC.--'- ter_. 4" + `` \ �._> .�. , �' / .-. ,✓ _. J. vow f.:. �,-e -_." - - ` Imo , +-.. PEG - .�^ ,.- r BL:SPRUCFS .: � 1 �,.. , / 3 ,� ,' - .�� `.. �,. , �':�......, Uf r-1r�L_1 rt �„w7 E�;:I!�_,11J�J C!b�Aii�L_ 1 ,� .1'+ -ROM BOARD OF I-ILAL I H. REES / / / '� 10. CONTRACTOR SHALL 6E RESPONSIBLE FOR VERIFYING THE (0 1 gt + 88. �, 7 �� \ �� LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR \ 1. TO COMMENCEMENT OF WORK: 1 + X cn/ 85.8� L=19.00 , 1 1 : TI TL E 5 SI TE PLAN l / j l 64.2 5� 354 WHEELER ROAD .9 89.0 1 X✓ IN TH T WN F: 89.4 , + 5.9 j MI\ GALP �o - (NAARSTONS MILLS) BARNSTABLE HICKEY N 85.7 C MBER 9 + 6 ' � , 7. � � PREPARED FOR: CO STRUCTION PR1ZZ1 'I 85' P POSED 1500�'AL. / i 5.8 7 . PTIC T NK j ,� 's85s 78 7 64.3 30 0 30 60 90 \ / .2 78.2 / eb \ EXIST. WELL EXIST. DWELL. �b 7 86. 85.1 TF c \ 7 �� + 67.0 SCALE: 1" 30' DATE: JUNE 26, 2003 moo. 90.1 ` - � es.3 Io�G+ ' � MIDDLE POND 90.3 i 4.8 SHED1H OF M,Q, 9c � of Mgs�q� O A RN E ti BENCH MARK - USE TOP ~ o� OJALA O H. G^� i FNDP . AT EL. 8rJ'.8' QQ� CIVIL y U OJ r 63.2 Q No. � . 26348o 4 i 7 + 63, // ARNE H. OJALA, P.E., P.L.S. DATE II I F x•,�T.v�CL�- i off 508-362-4541 fox 508 362-98M I - down cape engineering, inC. CIVIL ENGINEERS LAND SURVEYORS 03-�- 151 1 939 chain st. yarr�outh, rna 02675