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HomeMy WebLinkAbout2017 Aug 23 - Sign Off Transmittal, Plan - Inground Swimming Pool,�...�� : ._ . ,� ,��T_ - �-. � .- . -,.�-� A�._R.���_ .�,�- �._��F..T �.�.> _ o� Ya� TOWN OF YARMOUTH r �-�►� ,�; ;�-;�, HEALTH DEPARTMENT C�:.� �,_ -�ri-i ��''���`���$ PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To be completed by Applicant: ,_ Building Site Location: p� R �Ui'lT �c.� �7 S �� ' Proposed Improvement: ��i j� /,f-i �n�h�,/ .S'GGii,r,rr1�•�-,� rJ vO� //?ST�4/1 �?� C"��2 . Applicant: ��qVi� �,q�,�'c7nT.9 �s�s�c�f' �a�S Tel. No.: �'()�,1"�,�'��'1 Address: /j GL/,��r �C � Date Filed: �0�.7 � **If you would like e-mail notification of sign off,'please provide e-mail address: (,�_q�,a,(CAV'�9T����.4/�p'.c'Yrr�, Owner Name: �, 1 E',D �i 7 .�, �A'T7�� Owner Address: Owner Tel. No.: �'8/--���3''� ................................................................................................................:.....................................................................................................................................:........................................................................................................... RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note:Floor plans not required for decks,sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. ' ......................:.:........................................................................................:.......................... ..::..................:........................:.............................................................................................:....................:..................................................... REVIEWED BY: (/� � DATE: �r'�-� % � PLEASE NOTE COM NTS��ON��ONS: � t ' /J � ��� 7j (J�'` TEST HOLE LOGS ENGINEER: CRAIG J. FERRARI, SE #13871 WITNESS: AMY VON HONE, RS DATE: 8/25/2016 PERC. RATE _ < 2 MIN/INCH CLASS SOILS 2� SLOPE OF GROUND / / X •v.p �\ \ I REDEVELOPMENT INCREASE 1,947 SF- MITIGATE BY .MOVING BLDG BACK, UTILITY POLE / / 1� �O \ 9 \ \ \ ELEV. 2 ELEV. REMOVE. LAWN NEAR RIVER, NATIVE PLANTINGS 4,161 SF > 12947 SFLjj iso s \' \ \ p" 9.5' p" 9.5' FIRE HYDRANT /C) 1p \ \ NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING k / // \ \ \ A A LS LS 712 SF ADDITIONAL HARDSCAPE FOR POOL / [sl \ \ 10YR 4/1 1 QYR 4/1 10" 1424 SF ADDITIONAL PLANTINGS REQUIRED \\ \� \ \ 16" = 5318 SF TOTAL MITIGATION PLANTINGS REQUIRED 3 / ��Q \ B B 5340 SF MITIGATION PLANTINGS PROPOSED NOTE: THIS SITE Now LS LS ON TOWN WATER to 1 OYR 6/66.7, " 1 QYR 6/630 , A " / TH1 } V. / 4-20-17 �\ �_ C C no change 8=7-17 VENT / �CO ----- � PERS SYSTEM DESIGN: g ?_ FS FS. GARBAGE DISPOSER IS NOT ALLOWED // / / / �o GARAGE 10YR 7/4 10YR 7/4 DESIGN FLOW: 7 BEDROOMS @ 110 GPD = 770 GPD USE A 770 GPD DESIGN FLOW (FOR ER SEPTIC TANK: 770 GPD (2) = 1540 / / / •�, , TA wELL 120" -0.5' 120" -0.5' 10.0. ` / � 1 - r (APPROX. EXISTING USE TWO H-20 2000 GAL. SEPTIC TANKS / 1/ 1 / / � LOC.)/ DWELLING G / F170 OR. FIELD LONGEVITY / / # / GROUNDWATER ENCOUNTERED AT 108" EL. 0.5' \ G -W ADJ. DATA: LEACHING: 1 0,- �. / r� $ / of \ WELL: MIW-29 770 GPD (.74) _ .1041 SF REQUIRED � 1S , : i �'�- � PRO POSE6 •; ZONE: A 26' X 41' - 1066 SF OK x R4r0� T1 DWI=LLONG \4 / / FFLR=8.5 ADJ: 2.2' 1066 SFX .74 = 789 GPD OK �� •00 3 TROP OF FNDN A% \ JULY 2016 BENCHMARK: / EL 12.5 USE A 26 X 41 PIPE AND STONE LEACHING FIELD a MAG ELEVATION LOCUS MAP SCALE l"=2000'± GAMON PLANTING SCHEDU-E ASSESSORS MAP 51 PARCEL 95 R� to 2$ o er vey AS SHOWN ON COMMUNITY PANEL #25001CO587J St, g ZONING SUMMARY Co' o'OOjf 0 in REQUIRED PROVIDED MIN. LOT SIZE 40,000 S.F. 32,217 SF* MIN. LOT FRONTAGE 150' o Locu 30' N � MIN. SIDE SETBACK 20' 43.2' MIN. REAR SETBACK 20' Cb C Q MAX. BUILDING COVERAGE 25% BUILDING HEIGHT Nantucket Q_ Sound a NORTHERN ARROWWOOD 6' O.C. LOCUS MAP SCALE l"=2000'± GAMON PLANTING SCHEDU-E ASSESSORS MAP 51 PARCEL 95 PLANT. NAME SIZE LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL 11, EL 12) AS SHOWN ON COMMUNITY PANEL #25001CO587J DATED 7/16/2014 ZONING SUMMARY ZONING DISTRICT: RS -40 RESIDENTIAL DISTRICT #1 REQUIRED PROVIDED MIN. LOT SIZE 40,000 S.F. 32,217 SF* MIN. LOT FRONTAGE 150' 200.17' MIN. FRONT SETBACK 30' 30.1'** MIN. SIDE SETBACK 20' 43.2' MIN. REAR SETBACK 20' 20.2' MAX. BUILDING COVERAGE 25% BUILDING HEIGHT 35' 34.5' *LEGAL PRE-EXISTING NONCONFORMING LOT SIZE **NOT COUNTING <18 ROOF OVERHANG PER ZONING NOTES 1. UAIUM IJ ..�., .., =10.76 NAVD '88 � � g;4 ,.,..PPT- - / �s �o�F, � 6 . MUNICIPAL WATER / 7 2 MUNI S EXISTING M M / O \ \ ' �/ �O 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. O, 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS F� -, a TO BE AASHO H -?..L( MA u' , ti GRAVEL Q`cA � APPROVED. DATE BOARD OF HEALTH ivE + ' `pyo, P \ ��.., _ �. �0 �� ;� � 5. PIPE JOINTS TO BE MADE WATERTIGHT. 5 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH L'G ,Q/G .�/�j' 1 r\ \ // \ ✓ ` ^ `f a .' 310 CMR 15.000 (TITLE 5.) PRO S MITI T10N 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO fl;r ' I G, P NGS BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. PROPOSED EX I ING , + QO��+ EXTEND WALK 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. MITIGATION•yp: , \ \ OVER LANIINGS , DWEL P�hG p•�. \ ��\ WALL' / 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED u T WITHOUT INSPECTION BY BOARD OF HEALTH AND r •e"v�y 1 EMl� / // PERMISSION OBTAINED FROM BOARD OF HEALTH. PROPOSED 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING \ *, / REPLACE EXISTING PRESSURE TREATED BULKHEAD \ AUNT EDITH'S ROAD DIGSAFE (1-888-344-7233) AND VERIFYING THE \ WITH 1:1.2 SLOPED ROCK WALL, TOE TO REMAIN IN .• 7 D 16816 PG 288 \ 3 / LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES i= PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO PLACE. CUT OFF BELOW GRADE AFTER CONSTRUCTION 31,2 7 SFt UPLAND TOE STONES TO BE TWO FEET BELOW GRADE MINIMUM COORDINATE U71UTY DISCONNECTS AND RECONNECTIONS TOE STONES TWO TONS MINIMUM, FIT STONES CAREFULLY OAK TO v �p��p'\�- r \ WITH APPROPRIATE VENDORS. NO MORTAR, LEAVE SMALL GAPS, NATURAL REMAINSF a Q GP / NATIVE STONE BOULDERS TO BE UTILIZED, / �,'�=w ,. • p, 5� 1 ;r 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE TOP OF ROCKS EL 8.0 Q S / REMOVED 5 BENEATH AND AROUND THE PROPOSED PROP. GRADE 3 V�\ti �b X04 �a LEACHING FACILITY. TOP OF EX. WALLEL 7.0 STING RADE_ O. f EXI G q/ 2 �i . 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND EXIG� �. 1.5 O �., / �. / !'� REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. BULKHEAD TO REMAIN IN PLACE EXISTING 1 p F :k \ /' �� �� / .!'. 13. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP ACT AS SILT FENCE DURING WALL DWELLING h u�i /•. / EDGES OR ROOF DRYWELLS CONSTRUCTION. EXISTING GRADE P,G �14. FEMA FLOOD RESISTANT FOUNDATION DESIGN AND VARIES EL 3.0 6.0 RAFI 700X FILTER FABRIC �. / ' COMPLIANT GRADING FOCRAWLSPACE REQUIRED. - MI'n � 4 � /•'� R , .BEHIND WALL/BEDDING STONE AS REQ. 9 00� ti STONES TO AVERAGE APPROX. 2' DIA. 111015. POOL FENCE AND GATES TO CODE, SELF CLOSING r' Q• / LATCHING GATES, ALARM ALL HOME DOORS OPENING TO RESTORE ANY DISTURBED VEGETATIONB ILT a 9� POOL FENCE AREA TO CODE. IF ANY SEAWARD OF WALL. SEE S' ht pP / ORDER OF CONDITIONS. LAa �4 F 1.5C WALL SLOP O NOTE: WALL MOVED LANDWARD OF ORIGINAL PROPOSAL WEST END, MITGATION PLANTINGS . � a � Y �Q PROPOSED IN FORMER BULKHEAD AREA ` •• ♦.. OF \ WLL/SILT FENCE 8 \ . •, - P \ AT TOP OF COASTf AL BANK #28 A T EDIT S / e WALL SECTION / e (NOT TO SCALE)\\ it �' MN� SOU Y ®V T A % N �+ PREPARED FOR SYSTEM PROFILE I / PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALES MARK CORNERS OF / " REBAR SET 4 BELOW. LEACHING FIELD W PROVIDE INSPECTION PORTS TO STEPHEI'mm ■ GA`170 ACCESS . COVERS TO WITHIN 6 OF FIN. GRADE WITHIN 3" OF FINISH GRADE TOP/ FOUND. EL 12.5 GRADE 2% SLOPE CONNECT ENDS AND VENT 1 PIER DATE: OCTOBER 6, 2016 MINIMUM .75' of c 11.4 FILTER FABRIC WITH CHARCOAL FILTER 0-1 �;�1 " 0REV: OCTOBER 20 2016 PLANTING DETAILS .;' OVER OVER PRE 11.0 TOP 8.8' FINISHED GRADE- 4" LOAM &SEED OR PAVE AS REQ. ��r � � Rs a►REV: NOVEMBER 2, 2016 (MOVED HOUSE. 8' BACK, ADD'L MITIGATION) 2',a'� 4"�scH4o PVC CLEAN FILL �oP �: , (TS, 1.5:1 WALL) O O REVNOVEMBER 30 2016 CONSCOM APPROVAL EDITS, CAST s' MRN. SUMP PIPES LEVEL 1ST 2' y• °' _ 'z• IN IAL DIM. 'Qj ��. FLOAT REV: APRIL 20, 2017 (ADD POOL, MOVE WALL, ADD L MITIGATION) f. 4 PERFORATm PVC o.0 S=0.005 0 *9.88' 10" 2000 GAL H-20 14" ., " : y " 3/4"-1-1/2" DOUBLE WASHED ° o REV: JUNE 7, 9.58 IEE SEPTIC TANK. TEE 9.23' 10 2000 GAL H-20 14 2017 (MOVE POOL, ) s STONE LEACHING FIELD s"DEPTH MIN BELOW INV. ADJUST PATIO AND MITIGATION 9.22 TEE SEPTIC TANK TEE 9%' g0000000000o WATERTEST D 60X 0 8 2' REV: AUGUST 7, 2017 (MOVE POOL, ADJUST PATIO AND MITIGATION) GAS BAFFLE_ ,°0000o�o^Og FOR LEVELNESS 8.45 LEVEL BOTTOM o GAS BAFFLE 4' UQ. LEVEL (ACME OR EQUAL) _ 8.71' 8.54' ASH OF ygs ��tti oFMgssa Scals:1 = 20 'v>f.:' ':,...�...,..., ,..,....7:. : 4 LIQ. LEVEL (ACME OR EQUAL).; s90 D A cy 41 0 �ao00000000000000000000000000000000000000000 :, .••.:.. �.: p� y O ANIEL A. G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ••,,:•, ,•• DANIEL G OJALA 0 10 20 30 40 50 FEET „0000000n000„O,,o,,0„000000000�,0,•0�0�0„0'00000• poo O o 0 0 0 0 0 o O o O o 0 0 0 o O o O o�� 7.7Q _ at a .000000000000000000000000000000000000000000000 - O X00'0^0o�o�ono�o0o00000o0o0oCo�o0o00'0000000• c' OJALA v' v CIVIL N Off 5D8-362-4541 6" CRUSHED STONE OR MECHANICAL 5.0' ANo.40980 o No.46502 fox 508-362-9880 COMPACTION. (15.221 [21) P� �o �`� downcope.com © . ' O� 'CIST�� 2.7' ADJUSTED GROUNDWATER D SURVESS�oNAL EAG Ya rm0Ut�,FIe:41t11 Departs a nt doWO COPe e��1neer/ng iilc. 2.5 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) (1 % SLOPE) G\ �� I� civil engineers 8'-7-ZOIt��� u LEACHING C surveyors ' FOUNDATION 12' SEPTIC TANK 1' SEPTIC TANK 26' --- D' BOX 11' I T/and S *THEFACILITY_ INSTALLER SHALL VERIFY THE LOCATIONS OF ALL DANIEL A. OJALA PLS PE DATE ���' Date 939 Main Street ( Rte 6A) DCE # 16-279 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS I YARMOUTHPORT MA 02675 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 16-279 GATTO.dwg GAMON PLANTING SCHEDU-E SYMBOL PLANT. NAME SIZE LOWBUSH BLUEBERRY Tac. #1 VACCIN/UM ANGUS77FOLIUM SWEET FERN 3=3.5' O.C. COUP TONIA PEREGR/NA #1 INKBERRY ¢-5' O.C. #5 ILEX GLABRA 3-5 J JD.C. CREEPING JUNIPER #2 JUN/PERUS HORIZONTALIS PASTURE ROSE 4' GQC #1 ROSA CAROLINA SWEET PEPPERBUSH 4'ac. #2 CLETHRA ALNIFOLIA NORTHERN ARROWWOOD 6' O.C. #3 VIBURNUM DENTATUM 6-8' O.C. HIGHBUSH BLUEBERRY #3 ` VACCIN/UM CORYMBOSUM #3 ° NORTHERN BAYBERRY MYRICA PENSYL VANICA J' J' AMERICAN BEACH GRASS CULMS CULMS 18" O.C. MITI T10N 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO fl;r ' I G, P NGS BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. PROPOSED EX I ING , + QO��+ EXTEND WALK 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. MITIGATION•yp: , \ \ OVER LANIINGS , DWEL P�hG p•�. \ ��\ WALL' / 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED u T WITHOUT INSPECTION BY BOARD OF HEALTH AND r •e"v�y 1 EMl� / // PERMISSION OBTAINED FROM BOARD OF HEALTH. PROPOSED 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING \ *, / REPLACE EXISTING PRESSURE TREATED BULKHEAD \ AUNT EDITH'S ROAD DIGSAFE (1-888-344-7233) AND VERIFYING THE \ WITH 1:1.2 SLOPED ROCK WALL, TOE TO REMAIN IN .• 7 D 16816 PG 288 \ 3 / LOCATION OF ALL UNDERGROUND &OVERHEAD UTILITIES i= PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO PLACE. CUT OFF BELOW GRADE AFTER CONSTRUCTION 31,2 7 SFt UPLAND TOE STONES TO BE TWO FEET BELOW GRADE MINIMUM COORDINATE U71UTY DISCONNECTS AND RECONNECTIONS TOE STONES TWO TONS MINIMUM, FIT STONES CAREFULLY OAK TO v �p��p'\�- r \ WITH APPROPRIATE VENDORS. NO MORTAR, LEAVE SMALL GAPS, NATURAL REMAINSF a Q GP / NATIVE STONE BOULDERS TO BE UTILIZED, / �,'�=w ,. • p, 5� 1 ;r 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE TOP OF ROCKS EL 8.0 Q S / REMOVED 5 BENEATH AND AROUND THE PROPOSED PROP. GRADE 3 V�\ti �b X04 �a LEACHING FACILITY. TOP OF EX. WALLEL 7.0 STING RADE_ O. f EXI G q/ 2 �i . 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND EXIG� �. 1.5 O �., / �. / !'� REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. BULKHEAD TO REMAIN IN PLACE EXISTING 1 p F :k \ /' �� �� / .!'. 13. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP ACT AS SILT FENCE DURING WALL DWELLING h u�i /•. / EDGES OR ROOF DRYWELLS CONSTRUCTION. EXISTING GRADE P,G �14. FEMA FLOOD RESISTANT FOUNDATION DESIGN AND VARIES EL 3.0 6.0 RAFI 700X FILTER FABRIC �. / ' COMPLIANT GRADING FOCRAWLSPACE REQUIRED. - MI'n � 4 � /•'� R , .BEHIND WALL/BEDDING STONE AS REQ. 9 00� ti STONES TO AVERAGE APPROX. 2' DIA. 111015. POOL FENCE AND GATES TO CODE, SELF CLOSING r' Q• / LATCHING GATES, ALARM ALL HOME DOORS OPENING TO RESTORE ANY DISTURBED VEGETATIONB ILT a 9� POOL FENCE AREA TO CODE. IF ANY SEAWARD OF WALL. SEE S' ht pP / ORDER OF CONDITIONS. LAa �4 F 1.5C WALL SLOP O NOTE: WALL MOVED LANDWARD OF ORIGINAL PROPOSAL WEST END, MITGATION PLANTINGS . � a � Y �Q PROPOSED IN FORMER BULKHEAD AREA ` •• ♦.. OF \ WLL/SILT FENCE 8 \ . •, - P \ AT TOP OF COASTf AL BANK #28 A T EDIT S / e WALL SECTION / e (NOT TO SCALE)\\ it �' MN� SOU Y ®V T A % N �+ PREPARED FOR SYSTEM PROFILE I / PROVIDE MIN. 20" DIAM. WATERTIGHT (NOT TO SCALES MARK CORNERS OF / " REBAR SET 4 BELOW. LEACHING FIELD W PROVIDE INSPECTION PORTS TO STEPHEI'mm ■ GA`170 ACCESS . COVERS TO WITHIN 6 OF FIN. GRADE WITHIN 3" OF FINISH GRADE TOP/ FOUND. EL 12.5 GRADE 2% SLOPE CONNECT ENDS AND VENT 1 PIER DATE: OCTOBER 6, 2016 MINIMUM .75' of c 11.4 FILTER FABRIC WITH CHARCOAL FILTER 0-1 �;�1 " 0REV: OCTOBER 20 2016 PLANTING DETAILS .;' OVER OVER PRE 11.0 TOP 8.8' FINISHED GRADE- 4" LOAM &SEED OR PAVE AS REQ. ��r � � Rs a►REV: NOVEMBER 2, 2016 (MOVED HOUSE. 8' BACK, ADD'L MITIGATION) 2',a'� 4"�scH4o PVC CLEAN FILL �oP �: , (TS, 1.5:1 WALL) O O REVNOVEMBER 30 2016 CONSCOM APPROVAL EDITS, CAST s' MRN. SUMP PIPES LEVEL 1ST 2' y• °' _ 'z• IN IAL DIM. 'Qj ��. FLOAT REV: APRIL 20, 2017 (ADD POOL, MOVE WALL, ADD L MITIGATION) f. 4 PERFORATm PVC o.0 S=0.005 0 *9.88' 10" 2000 GAL H-20 14" ., " : y " 3/4"-1-1/2" DOUBLE WASHED ° o REV: JUNE 7, 9.58 IEE SEPTIC TANK. TEE 9.23' 10 2000 GAL H-20 14 2017 (MOVE POOL, ) s STONE LEACHING FIELD s"DEPTH MIN BELOW INV. ADJUST PATIO AND MITIGATION 9.22 TEE SEPTIC TANK TEE 9%' g0000000000o WATERTEST D 60X 0 8 2' REV: AUGUST 7, 2017 (MOVE POOL, ADJUST PATIO AND MITIGATION) GAS BAFFLE_ ,°0000o�o^Og FOR LEVELNESS 8.45 LEVEL BOTTOM o GAS BAFFLE 4' UQ. LEVEL (ACME OR EQUAL) _ 8.71' 8.54' ASH OF ygs ��tti oFMgssa Scals:1 = 20 'v>f.:' ':,...�...,..., ,..,....7:. : 4 LIQ. LEVEL (ACME OR EQUAL).; s90 D A cy 41 0 �ao00000000000000000000000000000000000000000 :, .••.:.. �.: p� y O ANIEL A. G 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ••,,:•, ,•• DANIEL G OJALA 0 10 20 30 40 50 FEET „0000000n000„O,,o,,0„000000000�,0,•0�0�0„0'00000• poo O o 0 0 0 0 0 o O o O o 0 0 0 o O o O o�� 7.7Q _ at a .000000000000000000000000000000000000000000000 - O X00'0^0o�o�ono�o0o00000o0o0oCo�o0o00'0000000• c' OJALA v' v CIVIL N Off 5D8-362-4541 6" CRUSHED STONE OR MECHANICAL 5.0' ANo.40980 o No.46502 fox 508-362-9880 COMPACTION. (15.221 [21) P� �o �`� downcope.com © . ' O� 'CIST�� 2.7' ADJUSTED GROUNDWATER D SURVESS�oNAL EAG Ya rm0Ut�,FIe:41t11 Departs a nt doWO COPe e��1neer/ng iilc. 2.5 % SLOPE) ( 1 % SLOPE) ( 1 % SLOPE) (1 % SLOPE) G\ �� I� civil engineers 8'-7-ZOIt��� u LEACHING C surveyors ' FOUNDATION 12' SEPTIC TANK 1' SEPTIC TANK 26' --- D' BOX 11' I T/and S *THEFACILITY_ INSTALLER SHALL VERIFY THE LOCATIONS OF ALL DANIEL A. OJALA PLS PE DATE ���' Date 939 Main Street ( Rte 6A) DCE # 16-279 UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS I YARMOUTHPORT MA 02675 PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 16-279 GATTO.dwg