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Home My WebLink AboutEngineered Plan - 2006ALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE. rn MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: -- c� 1. VARY LEACHING TO STREET BY 7' (3' PROVIDED)) C VARY LEACHING TO PROPERTY LINE BY 3' (7' PROVIDED). to VARY LEACHING TO BASEMENT BY 3'-2" (16'-10" PROVIDED). 310 CMR 15.211 (1). m 2. VARY 4' OF OF PERVIOUS MATERIAL BY 0.3'. (3.7' PROVIDED) 01 310 CMR 15.415 (2). 3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248. 4. VARY REMOVAL BY 2' ON ONE CORNER, AS SHOWN. (3' PROVIDED) 310 CMR 15.255(5). / APPROX. LOCATION N F FROM ENGINEERING DASBUILT ONOVAN x 25.7----- 28.0 5.7-'-28.0 / / A\ x 7 / 9'25~ 2 8.31 �° ZO AS' 2 2 28 � n I 7,85 7.61 BENCH MARK --TOP CONC. , SLAB 1 ® HOUSE CORNER=29.57 ASSIGNED c �.3b x 28 0 REDUCE GRADE SLIGHTLY OVER TEST HOLE DATE: July 31, 2006 18" ?8.33 UPHILL SIDE OF LEACHING TO PERFORMED BY: Ron Cadillac, Soil Evaluator KEEP COVER AT 3' MAX. WITNESSED BY. Philip Renaud, Inspector 24" 29.03± Top Exist. Foundation 19.4 28'2 O / / / \ BENCH MARK -TOP MAG. NAIL SI 0 �' •••• '• � /// � \ ®EDGE DRIVE= 30.00 ASSIGNED 20,6 a \ �� 7 F 7. \\ \ 20.9 20.0 N /F 2� \ I .5 ,r�' 8.7 29.04 `'•�� I � t� V i i I 28, \ Q :,A ) )28,9 x Z \ 0 �'� x �8.7 0 ter' \\ 6• y ,- o.os ON do O 29.70 I G \ (n 8 5 \ 3000 -7 BUCHELT NOTES MESMER.dwg LILY POND DR. 1. LOCUS IS A.M. 90, PARCEL 59. � D 2. ELEVATIONS SHOWN ARE ASSIGNED. m 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986. z o 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) g 0 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. D o 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. < -I- 13,55 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". , �' 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW O±S. x 22. o D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.NOT 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED. COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING SCALEO 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND, x 5.6 CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC. 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN UPHILL SIDE DOWNHILL SIDE LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet) 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 REDUCE GRADE SLIGHTLY OVER TEST HOLE DATE: July 31, 2006 18" ?8.33 UPHILL SIDE OF LEACHING TO PERFORMED BY: Ron Cadillac, Soil Evaluator KEEP COVER AT 3' MAX. WITNESSED BY. Philip Renaud, Inspector 24" 29.03± Top Exist. Foundation 19.4 28'2 O / / / \ BENCH MARK -TOP MAG. NAIL SI 0 �' •••• '• � /// � \ ®EDGE DRIVE= 30.00 ASSIGNED 20,6 a \ �� 7 F 7. \\ \ 20.9 20.0 N /F 2� \ I .5 ,r�' 8.7 29.04 `'•�� I � t� V i i I 28, \ Q :,A ) )28,9 x Z \ 0 �'� x �8.7 0 ter' \\ 6• y ,- o.os ON do O 29.70 I G \ (n 8 5 \ 3000 -7 BUCHELT LEGEND \\ \\x'21. 8� APPROX. WATER LINE FROM ASBUILT E � � EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) --6•-- EXISTING CONTOUR J\ 0 x 20.8 :: ==' EXISTING DRAINAGE CATCH BASIN 0 - - _., c9 \ _ . _ % x 20.4 W �\ \\ L 0 T 3 4 22.5 �. O -I- 13,55 a w , , �' 0 0 \ >15201 O±S. x 22. o • 20.56 tQ x X6.8 x 5.6 x 3.5 21.6 C� \ \ x 22,9 x 24.6 BRDM DEN \ � \ g eAn+ KITCHEN I UVNGRM \ 101 -55 BRDM eA1H \ x 22.6 N •- \ •::�.6,6 x 21.5 \ FIRST FLOOR \ STUDIO \ WORK SHOP w TORAGE BRDM N /F Y m VIGNEAU WALKOUT BASEMENT NOT TO SCALE 0�. aa� oc \ . ,0 ao� a.0 30.86 8 6 TH 1 x 30,5 317.8 O x 30.7 N /F D. SWANSON TRS. PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand 45' GEOLOGIC MAP(1986): Harwich outwash plain deposits L Invert 25.70 16 CONTACTOR 100'S k ExistingIn Bed Configuration Use GaBaffle Invert 25.14 96" 25.64 _ Proposed Use Filter Cloth r. Existing S-1 �$"eft+ 120 Invert 26.16:;'I, 1000 Gal. S=1/8"/ft min Inspection Existing Septic Tank Port L----------- ---------- V 6„ " 180 Invert 25.31 Invert 25.10 6" Stone or compact Proposed Proposed , i 4 I , I I N I 0' I 27 i i - 11--0,-a m 4'. DESIGN DATA AJ4.7-\_Z4.6 o Bottom C2 layer Bottom TH1=13.9 Water EI. in Swamp=13.55 Fill E layer 1Oyr 5T2 - loamy 2loam sand B layer 7.5yr 5/8 loamy sand C1 layer 1Oyr 6/6 med. coarse sand C2 layer 2.5y 6 11 _ silty loom- _ _ C3 layer 2.5y 7/2 fine sand no water BEDROOMS: .4 LEACH AREA GARBAGE GRINDER: No USE 16 CULTEC RECHARGER 100'S SET IN 4 ROWS REQUIRED CAPACITY: 440 GPD 6" APART, AS SHOWN, IN CLEAN SAND, FOR A EXISTING SEPTIC TANK: 1000 GAL. A 31' LONG BY 13'-6" WIDE BED. SEE MODIFIED EFFECTIVE LEACHING AREA: 600 SF CERTIFICATION FOR GENERAL USE DATED 7/24/06. 5.0 SF/LF X 7.5'/UNIT=37.5 S.F/UNIT 16 UNITS X 37.5 SF/UNIT=600 SF REMOVE EXISTING PIT AND ANY CLOGGED STONE AND DESIGN CAPACITY- 444 GPD SOIL WITHIN 5' OF LEACHING. [(600 SF) X .74 GPD/SF] INSPECTION OF SOILS BY HEALTH AGENT, OR R.J. CADILLAC.-IS RECOMMENDED PRIOR TO PLACING CONTACTOR 100'S DUE TO C2 LAYER. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. \:D1 (106 HEALTH AGENT APPROVAL DATE Permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local septic variances. Board of Health review and approval is required for any future additions/renovations/alterations to sewage facilities and/or structures/dwelling. Yarmouth Health Department APPROVED Date 28.9 25.15 20.9 108"19. 9 08"19.9 18.9 132"17.9 13.9 AUG 0 aj 2006 HEALTH DEPT. SITE PLAN FOR NANCY F. MESMER LOT 34, 9 GREEN WAY, SOUTH YARMOUTH, MA. AUGUST 7, 2006 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN - P.O. BOX 258 WEST YARMOUTH, MA 02673 @2006 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1 LEGEND TH 1 TEST HOLE LOCATION, NUMBER b✓ APPROX. WATER LINE FROM ASBUILT E OVERHEAD ELECTRIC WIRES (IF SHOWN) x 9.5 x 8.7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT) --6•-- EXISTING CONTOUR PROPOSED CONTOUR 0 UTILITY POLE (IF SHOWN) ® EXISTING DRAINAGE CATCH BASIN 0 TREE (IF SHOWN, NOT ALL SHOWN) 0�. aa� oc \ . ,0 ao� a.0 30.86 8 6 TH 1 x 30,5 317.8 O x 30.7 N /F D. SWANSON TRS. PERC RATE: <2'-00"/inch (C layer) SOIL SURVEY(1993): Carver coarse sand 45' GEOLOGIC MAP(1986): Harwich outwash plain deposits L Invert 25.70 16 CONTACTOR 100'S k ExistingIn Bed Configuration Use GaBaffle Invert 25.14 96" 25.64 _ Proposed Use Filter Cloth r. Existing S-1 �$"eft+ 120 Invert 26.16:;'I, 1000 Gal. S=1/8"/ft min Inspection Existing Septic Tank Port L----------- ---------- V 6„ " 180 Invert 25.31 Invert 25.10 6" Stone or compact Proposed Proposed , i 4 I , I I N I 0' I 27 i i - 11--0,-a m 4'. DESIGN DATA AJ4.7-\_Z4.6 o Bottom C2 layer Bottom TH1=13.9 Water EI. in Swamp=13.55 Fill E layer 1Oyr 5T2 - loamy 2loam sand B layer 7.5yr 5/8 loamy sand C1 layer 1Oyr 6/6 med. coarse sand C2 layer 2.5y 6 11 _ silty loom- _ _ C3 layer 2.5y 7/2 fine sand no water BEDROOMS: .4 LEACH AREA GARBAGE GRINDER: No USE 16 CULTEC RECHARGER 100'S SET IN 4 ROWS REQUIRED CAPACITY: 440 GPD 6" APART, AS SHOWN, IN CLEAN SAND, FOR A EXISTING SEPTIC TANK: 1000 GAL. A 31' LONG BY 13'-6" WIDE BED. SEE MODIFIED EFFECTIVE LEACHING AREA: 600 SF CERTIFICATION FOR GENERAL USE DATED 7/24/06. 5.0 SF/LF X 7.5'/UNIT=37.5 S.F/UNIT 16 UNITS X 37.5 SF/UNIT=600 SF REMOVE EXISTING PIT AND ANY CLOGGED STONE AND DESIGN CAPACITY- 444 GPD SOIL WITHIN 5' OF LEACHING. [(600 SF) X .74 GPD/SF] INSPECTION OF SOILS BY HEALTH AGENT, OR R.J. CADILLAC.-IS RECOMMENDED PRIOR TO PLACING CONTACTOR 100'S DUE TO C2 LAYER. THIS PLAN IS A VALID COPY ONLY IF IT BEARS AN ORIGINAL RED STAMP AND SIGNATURE. \:D1 (106 HEALTH AGENT APPROVAL DATE Permit valid for REPAIR OF SEPTIC SYSTEM ONLY, due to State and Local septic variances. Board of Health review and approval is required for any future additions/renovations/alterations to sewage facilities and/or structures/dwelling. Yarmouth Health Department APPROVED Date 28.9 25.15 20.9 108"19. 9 08"19.9 18.9 132"17.9 13.9 AUG 0 aj 2006 HEALTH DEPT. SITE PLAN FOR NANCY F. MESMER LOT 34, 9 GREEN WAY, SOUTH YARMOUTH, MA. AUGUST 7, 2006 SCALE: 1"=20' RONALD J. CADILLAC, PLS, RS PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN - P.O. BOX 258 WEST YARMOUTH, MA 02673 @2006 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1