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Home My WebLink About0071 MINTON LANE - Health �`-`LOT 1-MiN 1 ON'LN. AA = 174 007 09':'10 I TOWN OF BARNSTABLE LOCATI01 SEWAGE # 0 VILLAGE U/ ®.,43 ,bit- ASSESSOR'S MAP & LOT -00 INSTALLER'S NAME&PHONE NO. a L®. I Uqq SEPTIC TANK CAPACITY 15to LEACHING FACILITY: J l S'a b .41 35 IU�S O�rDJT(type) i� �r—�Lz�M�d✓L (size) NO.OF BEDROOMS BUILDER OR OWNER I WWII,?' 0(t WJ 6t4O% PERMITDATE: COMPLIANCE DATE: ' 0 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 29 3 ' L3, NO:7Zd?V =-�� THE COMMONWEALTH OFMASSACHUSETTS FEE BOARD F HEALTH OF �� APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components did'—, r �l n/� a/ Gam✓ �. �/Qc�at{i9/j wner's Name / i inV L .V e6 e e!30 / 533 — J!,(/�ess Lot# Telephone Na .rye ddr�ess l �` s _ Telephone# Telephone# Type of Building: Lot Size ,241�?G L ]f!<q.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.re wired 330 gpd Calculated design flow 330 gpd Design fl9ww provided3�gpd Plan: Date Number of sheets Revision Date 6 Title —7?I L Description of Soil(s)_ 4� � ✓ Soil Evaluator Form No. Name of Soil Evaluator A.0 Date of Evaluation ,P lz DESCRIPTION OF REPAIRS OR ALTERATIONS The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 apdjurther agree of to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed Date 6 Z Oc� 4 .Irrs . yv:-e a �J • / 2 FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 � r No. i:-�r� THE COMMONWEA- �TH,O,F MASSACHUSETTS FEE � G BOARD-&�'"`H�E A LT H \10 r O F t APPLICATION FOR DISPOSAL SAL SYSTEM CONSTRUCTION PERMIT Application for a Permit to Construct Repair 1( ) Upgrae ( ) Abandon ( ) - ❑Complete System ❑Individual Components o��i f / l nfi� n.< �i✓ MIA &674 k . aw�ne�r's Name ,r� & � �� (�✓ Ll }�" ��x �� "��"-fit a Parl Address 933 Lot# `C " Telephone " lnstaller'syName Designer's Name �• ' Address —�_ Address' ` 7 r- ! � � C i J� W Telephone#f• .. , Telephone# Type of Building: /E �/ Lot Size G jf:lSq.feet Dwelling—No.of Bedrooms u? Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria (�•) Other fixtures Design Flow(min. required 3�� gpd Calculated design flow. 33� gpd Design fl w provided-W� gpd Plan: Date 2- =v Number of sheets Revision Date �y T-jtle 5 jr;Description of Soil(s) 49 ,0 ' _ i -'Soil Evaluator Form No. N., W Name of Soil Evaluator Date of Evaluation LG j DESCRIPTION OF REPAIRS OR ALTERATIONS b The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 any rther agree of to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Signed \ Date 41&/od Inepteiiorf's •-h-Pd. .. _ Z— -�t.- FORM 1 - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 ...,..,--r,>----------_--._-- — —„ ------------— — `----- - No. �� // THE COMMONWEALTH OF MASSACHUSETTS FEE FEE LTV Aa,,, CX BOARD OF HEALTH �x 1 0 CERTIFICATE OF COMPLIANCE Description of Work: ❑ Individual Component(s) p omplete System The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( ),Upgraded( ),Abandoned( ) at has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No dated Q /2 - T-dVVP . Approved Design Flow 3 (gpd) Installer Designer: InspectoVil e 'S The issuance of this certificate shall not be construed as a guarantee that a syst r-will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 THE COMMONWEALTH OF MASSACHUSETTS ~7 FEE ,r/_ ap7 Xoq I OAP61Z BOARD OF HEALTH _x'�DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at as described in the application for Disposal System Construction Permit No.,�"=g �/ dated 4/24TJ'D Provided: Constructi n shall be completed within three years of the date of this permit.All local n itions t be t. Date 9 /Z ?.,!/'v r� Board of Health � - FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBS&WARREN'm PUBLISHERS- BOSTON draw TOP FNDN = 94.5' SYSTEM PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6' OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO ENGINEER: D.A. OJALA, SE / 91 WITHIN 6' OF FIN. GRADE JERRY DUNNING -I- RTE;s MINIMUM .75 OF COVER OVER PRECASTF 2x SLOPE REQUIRED OVER SYSTEM 89 0' - 90 0' WITNESS: I SfRHCe RD, ! RUN PIPE LEVEL 2' DOUBLE WASHED PEASTONE DATE:-5/26/98 90.5 FOR FIRST 2' < 2 MIN/INCH LOCUS 1500 PERC. RATE - N MINION Q PROPOSED 3' MAX. ' 89.75' GALLON SEPTIC 89.5' CLASS I SOILS P# 9158 ry to TANK (H- 1 Q ) aAFFff 88.0 GAS ' 87.83-- 000o 0 n000 MIN c 86.17 [] 0 [] [] 0 0 4" AROUND y� ( 2 X SLOPE) 6 CRUSHED STONE OR MECHANICAL 0000 0 0 0 0 0 ELEV. ELEV. o�4, COMPACTIONI.. (15,221 [2)) MIN 2' D O D O 0 0 0 0 0 84.17' „ j „ TE DEPTH ZES:OF FLOW = „ ( 1 x SLOPE) ( 1 x SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE 92.0 0 89.5 INLET DEPTH a 1 0 0 LOCATION MAP NO SCALE OUTLET DEPTH 14" 2„ 2„ E E 1 FOUNDATION 10 SEPTIC TANK 13 D LEACHING 5.17' LS LS BOX 12' FACILITY 2.5Y 6/2 2.5Y 6 2 ASSESSORS MAP 174 PARCEL N 6" 4 / ZONING DISTRICT: RF B YARD SETBACKS: LS LS FRONT = 30' 36" 2.5Y 6/4 89.0' 36" 2.5Y 6/4 86.5' SIDE = 10'* 79.0' Cl Cl REAR = 15'PLAN REF. - CATCH BASIN LS (unsu!t) LS (unsuit) GRATE ELEV = 94.49' FLOOD ZONE: C AfIJVTOJV L 48" ; 2.5Y 6/4 88.0' 48" 2.5Y 6/4 85.5' *WAIVER GRANTED BY PLANNING _ C2 perc C2 BOARD M/F SAND M/F SAND 2.5Y 7/4 2.5Y 7/4 \ E = 138" 80.5' 126" 79.0' ELEC. TRANS PAD 101 TH1 114.08 \ UTILITY CLUSTER NO WATER ENCOUNTERED NOTES: 100 - \ , ® ELEC:EL,CATV 99 SEPTIC DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 1. DATUM IS ASSUMED W z DEIGN FLOW: .. BE:OROOMS (�1 L P�) = �3�0_.GPD 2. MUNICIPAL WATER IS AVAIL AE:L TH2 91 DRAINAGE -- -- _ ES►HT USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8„ PER FOOT, 90 98 :SEPTIC TANK: 330 GPD (2) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H 10 - ' 5. PIPE JOINTS TO BE MADE WATERTIGHT. PROP. 3 BR A 1_500 GALLON SEPTIC TANK DWELLING ! GAR SLAB 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. 97 TF = 94.5' i EL. 93' 89 LEACHING: ENVIRONMENTAL CODE TITLE V. SIDES: 2(25 + 12.$3) 2 (.74) - 112 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE 90 USED FOR LOT LINE STAKING. 96 \ w 88 BOTTOM: 25 x 12.83 (.74) = 237 8, PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. i 89� A 87 TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE $ACKFILLED OR CONCEALED WITHOUT LOT 2 USE (2) 500 GAL ACME OR EQUAL LEACHING INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED OPEN FROM BOARD OF HEALTH, 95 � CHAMBERS WITH 4' STONE ALL AROUND SPACE 86 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 5' REMOVAL OF LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIIOR I% UNSUITABLE SOIL TO COMMENCEMENT OF WORK. 94 REQUIRED AROUND 85 PERIMETER OF LEACH FACILITY DOWN To LEGEND TITLE 5 SITE PLAN 93 SUITABLE SOIL LAYER. REPLACE NTH CLEAN 100.0 PROPOSED SPOT ELEVATION OF MED. SAND LOT 1 MIN TON LANE 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: 92 4 10o PROPOSED CONTOUR (WEST) B A R N S TA B L E 91 100 EXISTING CONTOUR PREPARED FOR: MAINE POST AND BEAM LOT 1 2 662 s f 30 0 30 60 90 90 BOARD OF HEALTH I - APPROVED DATE MA SCALE: 1" = 30' DATE: AUGUST 29, 2000 . 89 94. 4' D OPEN �NO M--�' 88 87 86 85 SPACE I down cape engineering, inc. y�Ey�\� OF Mqs� ��N �F n�gJ�N ARN AR NE H. CMG H. yG� CIVIL ENGINEERS � oJALA �, o IVIL u OJALA LAND SURVEYORS r .30792 a 99-246-- 1 939 main st. yarmouth, ma 02675 E . OJALA, ., P.L.S. DATE - - -- -------