230201_22018 SEPTIC 46 HERITAGE-24X36 stampedPROPOSED
SEPTIC
TO REMAIN
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ABANDON EX. SEPTIC PER
TITLE 5 REQUIREMENTS.
DEMO WHERE NECESSARY
4" SCH. 40 PVC
(ALL PIPE)
FINISHED SURFACE GRADES TO MATCH
EXISTING WITH LOAM & SEED
PROPOSED SANITARY
ABSORPTION SYSTEM
PIPE TO
REMAIN
RESERVE AREA
REMOVE/DISPOSE
OF EX. FENCE
CONNECT TO EX.
PIPE (FIELD LOCATE)
41.3'
19.0'
NEW
D-BOX
GENERAL NOTES
1.ELEVATION, PROPERTY LINE AND EXISTING CONDITIONS ON THIS PLAN ARE BASED ON A SURVEY CONDUCTED BY STRONG TREE ENGINEERING.
2.UNLESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION METHODS SHALL BE IN ACCORDANCE WITH THE STATE ENVIRONMENTAL CODE AND THE RULES
AND REGULATIONS OF THE LOCAL BOARD OF HEALTH.
3.THIS PLAN IS INTENDED TO ADEQUATELY PROVIDE THE INFORMATION NECESSARY TO LAYOUT AND CONSTRUCT THE PROPOSED SEWAGE DISPOSAL SYSTEM REPRESENTED ON
IT. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE ENGINEER AND/OR THE LOCAL BOARD OF HEALTH (BOH) STAFF. THE CONTRACTOR SHALL REPORT ANY
DISCREPANCIES FOUND IN SITE CONDITIONS FROM THOSE SHOWN ON THE PLAN TO THE DESIGN ENGINEER.
4.TRENCH SAFETY SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR INCLUDING ANY LOCAL AND/OR STATE PERMITS REQUIRED FOR THE TRENCH WORK.
5.CONTRACTOR TO PUMP SEPTIC TANK/STRUCTURES. FAILING TO PROPERLY INSPECT OR PUMP THE SEPTIC TANKS AND TREATMENT SYSTEM OR CHANGES TO EFFLUENT FLOW,
GRADING, OR LANDSCAPING, EITHER ON-SITE OR ADJACENT TO THE SITE, MAY RESULT IN IMPROPER FUNCTIONING OF THE SEPTIC AND LEACHING SYSTEM(S).
6.CALL "DIGSAFE" AT LEAST 72 HOURS PRIOR TO COMMENCING CONSTRUCTION AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES TO FIELD VERIFY LOCATIONS OF
EXISTING UTILITIES.
7.THE OWNER SHALL INSPECT AND PUMP THE SEPTIC TANK ONCE EVERY 2 YEARS. PERPETUAL MAINTENANCE IS REQUIRED.
8.THIS ON-SITE WASTEWATER TREATMENT SYSTEM IS NOT DESIGNED FOR USE WITH A GARBAGE GRINDER.
9.PROVIDE WATERTIGHT SEALS BY USE OF NON-SHRINK GROUT AT ALL POINTS WHERE PIPES ENTER OR LEAVE ANY CONCRETE STRUCTURES.
10.USE SCHEDULE 40 PVC PIPING WITH WATERTIGHT JOINTS UNLESS OTHERWISE NOTED ON PLAN. ALL PIPE SHALL BE PLACED ON A COMPACTED FIRM BASE.
11.THE CONTRACTOR SHALL RESTORE ALL SURFACES EQUAL TO THEIR ORIGINAL CONDITION AFTER CONSTRUCTION IS COMPLETE. AREAS NOT DISTURBED BY CONSTRUCTION
SHALL BE LEFT NATURAL. THE CONTRACTOR SHALL TAKE CARE TO PREVENT DAMAGE TO SHRUBS, TREES, OTHER LANDSCAPING AND/OR NATURAL FEATURES. WHEREAS THE
PLANS DO NOT SHOW ALL LANDSCAPE FEATURES, EXISTING CONDITIONS MUST BE VERIFIED BY THE CONTRACTOR IN ADVANCE OF THE WORK.
12.EXISTING SEPTIC SYSTEM TO BE REMOVED OR BACKFILLED AND ABANDONED PER TITLE 5 REQUIREMENTS.TITLE 5, 310 CMR 15.354(3).
13.AREAS UNDER THE LEACHING FIELD FOUND TO HAVE UNSUITABLE SOIL MUST BE REPLACED WITH TITLE 5 SAND AS SPECIFIED IN 310 CMR 15.255(3). ANY AREAS THAT ARE
FOUND TO HAVE UNSUITABLE MATERIAL SHALL BE REPORTED TO THE ENGINEER.
14.PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL COORDINATE WITH THE HOMEOWNER AND ENGINEER ON THE CONSTRUCTION SITE ACCESS AND MATERIAL STOCK PILE
AREAS.
15.INSTALL METALLIC DECTABLE WARNING TAPE 6-9-INCHES ABOVE THE SEWER PIPE AND SEPTIC STRUCTURES.
INSTALLATION INSPECTION NOTES
1.THE CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS ADVANCE
NOTICE TO THE ENGINEER AND LOCAL BOARD OF HEALTH FOR ANY
INSPECTION.
2.ALL WASTEWATER SYSTEMS SHALL BE INSPECTED BY THE ENGINEER OR
THE LOCAL BOH REPRESENTATIVE PRIOR TO BACKFILLING. AT A
MINIMUM THE FOLLOWING ITEMS SHALL BE INSPECTED:
2.1.ALL SYSTEM COMPONENTS BASE AND INSTALLATION PRIOR TO
BACKFILL
2.2.ABANDON EXISTING SYSTEM
2.3.FINAL INSPECTION OF BACKFILLED SYSTEM
3.THE CONTRACTOR SHALL BE RESPONSIBLE TO MAINTAIN UP-TO-DATE AS-BUILT
DRAWINGS AND NOTES INDICATING THE HORIZONTAL AND VERTICAL
LOCATION WITH TWO TIES OF ALL SYSTEM COMPONENTS INSTALLED FOR
SUBMISSION TO THE MUNICIPALITY.
PROPERTY INFORMATION
OWNER: RUTH PAPPAS REVOCABLE TRUST
ADDRESS: 1224 LINCOLN WAY NW MASSILLON, OH 44647-9601
MAP/BLOCK/PAGE: 17/21
LOT SIZE:0.72 ACRES
USE: SINGLE FAMILY RESIDENTIAL (NO CHANGE IN BEDROOM COUNT)
SINK GARBAGE DISPOSAL: NOT ALLOWED
THE LOCUS IS LOCATED WITHIN A FLOOD ZONE - ZONE AE12 (JULY 16,2014)
SITE IS NOT LOCATED WITHIN THE WELLHEAD PROTECTION ZONE II.
SITE IS NOT LOCATED WITHIN THE TITLE 5 SETBACK AREA
SOIL SURVEY DESIGNATION: CARVER COARSE SAND, 0-3 PERCENT SLOPE (252A)
THERE ARE NO KNOWN WETLAND RESOURCES WITHIN 100 FEET OF THE SEPTIC SYSTEM/LIMIT OF WORK AS SHOWN IN THE SITE PLAN.
THERE ARE NO KNOWN PRIVATE WATER SUPPLY WELLS WITHIN 100 FEET FROM THE PROPOSED SEPTIC SYSTEM.
LOCUS PLAN
1 INCH = 300 FEET
(in feet)
SCALE BAR
20 10 20 40 80
1 INCH = 20 FEET
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P.O. Box 977
East Sandwich, MA 02537
Ph: (774) 559-3942
www.strongtree.engineering
STRONG TREE
ENGINEERING
Revisions
CHECKREV.DATE BY DESCRIPTION
1
2
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Sheet Number:
Project Number:Registration:
OWNER OF RECORD:
Sheet :
SHEET TITLE:
PREPARED FOR:
Date:
SEPTIC SYSTEM UPGRADE
Ruth Pappas Revocable Trust
1224 Lincoln Way NW
Massillon, OH 44647-9601
Debbie Allen
46 Heritage Drive
West Yarmouth, MA 02673
1 122018of
1C -
02-01-2023
SOIL TEST PIT DATA
PERFORMED BY: JUSTIN LAMOUREUX, P.E., SOIL EVALUATOR,
WITNESSED BY: JAY GARDINER (YARMOUTH HEALTH DEPARTMENT)
DATE: DECEMBER 7, 2022
"I certify that I have passed the examination approved by the Department of Environmental Protection and that the above analysis has
been performed by me consistent with the required training, expertise, and experience described in 310 CMR 15.018(2)."
02/01/23
PLACE RISERS ON ALL CHAMBERS WITH PIPED INLETS
(FIRST ROW) TO WITHIN 6" OF FINISHED GRADE
2.5'
CHAMBER END VIEW
GROUND WATER =
SLOPE @ 2% MIN. OVER SYSTEM
FINISH GRADE OVER CHAMBERS
9" MIN.
36" MAX.
3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN OF PIPE
SEE PLAN FOR TOTAL FIELD WIDTH
4.83' (58")
2.5'
(TYP.)
INLET
5' MIN.
2.5'8.0' (TYP)
SEE SITE PLAN FOR TOTAL LENGTH (100' MAX)
2.5'
TOP OF SAS
BREAKOUT EL =SEE SCHEDULE
BOTTOM OF SYSTEM
SEE SCHEDULE *
4" SCHEDULE 40 PVC
MIN SLOPE 1%
* GROUNDWATER ELEVATION ESTIMATED FROM TEST PITS
ONSITE AND AVAILABLE GROUNDWATER MAPS FOR THE TOWN
CHAMBER PROFILE VIEW
SEE SITE PLAN FOR
SURFACE TREATMENT
2" OF 1/8" TO 1/2" DOUBLE WASHED
STONE OR NON-WOVEN FILTER FABRIC
EXISTING CLEAN BACKFILL OR
NATIVE MATERIAL OUTSIDE SYSTEM 500 GALLON PRECAST LEACHING
CHAMBER/GALLERY DETAIL (H-10 LOADING)
NOT TO SCALE
BACKFILL WITH CLEAN NATIVE
OR TITLE 5 SAND IF NECESSARY
2.0'
SIDEWALL
BELOW INVERT
37"±
DISTRIBUTION BOX DETAIL
H-10 LOADING
NOT TO SCALE
WATER TIGHT COVER: SET
CONCRETE ACCESS HATCH OR
MANHOLE COVER 6" BELOW GRADE
FLOW FLOW
4" SCH 40 PVC FROM
SEPTIC TANK
LOAM & SEED
NOTES:
INSTALL FIRST 2 FEET OF OUTLET PIPES LEVEL (NO SLOPE). ONE OUTLET FOR EACH
DISTRIBUTION LINE. OUTLETS NOT USED SHALL BE CAPPED
TOP OF D-BOX
EL.: SEE PLAN
PIPE PENETRATIONS:
ALL CONNECTIONS TO HAVE WATER
TIGHT HYDRAULIC CEMENT SEAL
4" SCH 40 PVC TO
SEPTIC FIELD
2"
MIN.
6" MIN.
SUMP6" OF CRUSHED
3/4 INCH STONE BASE