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HomeMy WebLinkAboutSite Plan REV 4.16.2026LEGEND CAJZ:1111vt, wrvoUUR PROPOSED CONTOUR 198.41 PROPOSED SPOT EL. TH 1 TEST HOLE CATCH BASIN COLD UTILITY POLE FIRE HYDRANT M� MANHOLE COVER QS SEWER COVER GAS METER v9 GAS SHUT OFF -.0 LIGHT a MONITORING WELL ,*(Qo WATER SHUTOFF C- GUY WIRE " a SIGN W WATER LINE G GAS LINE OHE OVERHEAD ELECTRIC T&E COMMUNICATIONS -X-X- FENCE NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING J DCE 07--219 MITIGATION CALCULATIONS: UNDER TOWN OF YARMOUTH WETLAND PROTECTION REGULATIONS SECTION 6.02 *0'-35' BUFFER (VARIANCE REQ. & EXISTING PROPOSED NET CHANGE PROPOSED MITIGATION AT (S.F.) (S.F.) (S.F.) MITIGATION COMMISSIONS DISCRETION) (S.F.) AREA OF STRUCTURES & POOLS 448 448 0 0 *AREA OF MINOR STRUCTURES (DECKS & 191 359 168 ***672 SHEDS) & HARDSCAPE TOTAL 0'-35' 639 807 168 ***672 35'-50' BUFFER EXISTING PROPOSED NET CHANGE PROPOSED (3:1 MITIGATION REQ.) (S.F.) (S.F.) (S.F.) MITIGATION (S.F.) AREA OF STRUCTURES & POOLS 385 385 0 0 AREA OF MINOR STRUCTURES (DECKS & 315 315 0 0 SHEDS) & HARDSCAPE TOTAL 35-50' 700 700 0 0 50'-100' BUFFER EXISTING PROPOSED NET CHANGE PROPOSED (2:1 MITIGATION REQ.) (S.F.) (S.F.) (S.F.) MITIGATION (S.F.) **AREA OF STRUCTURES & POOLS 703 1,057 354 708 AREA OF MINOR STRUCTURES (DECKS & 1,208 1,320 112 224 SHEDS) & HARDSCAPE **TOTAL 50'-100' 1,911 2,377 466 1,412 TOTAL REQUIRED 1,412 S.F. + 672 S.F. = 2,084 S.F. REQUIRED MITIGATION 2,125 S.F. PROPOSED NOTES *PROPOSED MINOR STRUCTURES WITHIN THE 0'-35' BUFFER INCLUDES THE 127 S.F. OF WETLAND VEGETATION WHICH WAS REPLACED BY THE EXISTING BOARDWALK AND WILL REMAIN AS A MAINTAINED SALT TOLERANT FESCUE LAWN PATH ONCE THE BOARDWALK IS REMOVED. **AN ADDITIONAL 480 S.F. IS INCLUDED FROM THE PROPOSED 120 S.F. ADDITION APPROVED BY THE COMMISSION (SEE NOTE 28), THE 120 S.F. ADDITION IS NOT INCORPORATED INTO THE CALCULATIONS ***MITIGATION PROVIDED AT 4:1 TEST HOLE LOGS ENGINEER: PHELLYP T. TONIAL, SE #14955 WITNESS: BARRY LEWIS DATE: 1 /7/2026 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ® UNSUITABLE SOIL ELEV. ELEV. 0" 10.0' 0" 10.0' A SL 1OYR 3/2 12" C1 SiL 2.5Y 7/3 36" //// 7.0' PERC C2 M /CS 2.5Y 6/4 A SL 1OYR 3/2 14" B S-L 2.5Y 7/3 54" //// 5.5' C1 M /CS 2.5Y 6/4 96" 1 1 2. 0' 102" 1 1.5' GROUNDWATER ENCOUNTERED © 50" EL. 5.85' G-W ADJ. DATA: WELL: SDW-252R ZONE: A ADJ: 1.5' DEC 2025 TOWARD SITE EXCAVATION 2" X 2" X 36" WOOD PhcT 8' MAX. C.C. J Y fy 3 ALI MIRIFI SILT FENCE OR I WOOD STAKE WD. POST PLAN VIEW 1'0 COIR FIBER WATTLE NTS METHOD FOR JOINING SILT FENCE SECTIONS POSITION END POSTS TO OVERLAP AS SHOWN ABOVE, MAKING CERTAIN THAT FABRIC FOLDS AROUND EACH POST AT LEAST ONE TURN NATURAL GRADE DRIVE POSTS TIGHTLY TOGETHER AND SECURE TOPS OF POSTS WITH CHORD OR WIRE TO PREVENT FLOW -THROUGH OF BUILT-UP EXCAVATED TRENCH SEDIMENT AT JOINT. COMPACTED BACKFILL NOTE: 1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE. 2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON DOWNSTREAM SIDE OF FENCE. 3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH. BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE. 4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE FENCE LINE. SILT FENCE INSTALLATION 1" = V- 0„ LOT AREA •�tOO 15,773f S.F. a�;0, UPLAND 0.36t AC. ?oNF (F % \�4J COMMONWEALTH OF \/ PROPOSED MASSACHUSETTABUTTER 2,125 S.F. PHEASANT COVE (P L TO MITIGATIONS 63 ON PB 229 PG 3 ) NORTHEAST (SEE NOTE 11) DB 9738 PG 32 4EXISTING RINGS BOARDWALK TO QLLANOTE 9 BE REMOVED EE NOTE 10) ' !yd I ATFORM �. i � V �r TOWN OF YARMOUTH WORK LIMIT 67 PHEASANT FLINE ENCE SILT COVE CIR DB 12832 PG 77 + / (EXISTING 4 9 /. ^ �' �, I ., 7DECKS I \ �O 3- \`1 N N71 °06'44"W 3.69 \ \��v Off\\ 9 T TH2 NOTE `� �f CONVERTED'I; e GARAGE 1 3 TOF = 14.4'jJL !y SEE'c,40 °' MOTE /N GRAVEL ��� A� DRIVEWAY �\ 7ef ^ \ i co f PROPOSED \ / GRAVEL < DRIVEWAY EXTENSION U`3Yfiti�v.ti,j-�- C , . WALL COR. is `WORK LIMIT \ \ \ LINE SILT \ FENCE (TYP.) ROOF 6'x10' � � DRAINAGE ROBERT G. LYNN TR TRENCH 57 PHEASANT (SEE NOTES IR 5 & DB 35210 PG 2 DNS , 1. DATUM IS 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE WITH TOWN. 5. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP EDGES OR ROOF DRYWELLS 6. FEMA FLOOD RESISTANT FOUNDATION DESIGN BY OTHERS, BASE FLOOD ELEVATION 14.0', DESIGN FLOOD ELEVATION 16.0'. 7. A DETERMINATION OF APPLICABILITY WAS ISSUED WITH A NEGATIVE DETERMINATION FOR THE PROPOSED 120 S.F. ADDITION ON 11/12/2025, THE REQUIRED 480 S.F. OF MITIGATION IS INCLUDED WITH THIS SITE PLAN. 8. NO INCREASE IN THE NUMBER OF BEDROOMS PROPOSED. 9. REFERENCE THE RESTORATION PLANTING PLAN PREPARED BY ENVIRONMENTAL LANDSCAPE SOLUTIONS, LLC DATED 8/4/2025 & THE DRAFT ENFORCEMENT ORDER HEARD AT THE CONSERVATION COMMISSION MEETING ON 4/17/2025. 10. THE BOARDWALK IS EXISTING AND UNPERMITTED, THE BOARDWALK AND ITS ASSOCIATED SONOTUBES ARE TO BE REMOVED, A SALT TOLERANT FESCUE LAWN WILL BE PLANTED IN PLACE OF THE EXISTING BOARDWALK AND IS TO BE MAINTAINED FOR ACCESS. 11. REFERENCE PLANTING PLAN PREPARED BY DOWN CAPE ENGINEERING, INC. DATED 3/16/2026. 12. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF DRAINAGE TRENCH, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET SPECIFICATIONS OF 310 CMR 15.255(3). A113. WETLAND FLAGGED BY BRAD HALL OF BLH ENVIRONMENTAL CONSULTING 3/9/2026. ,14. THE WETLAND BOUNDARY FLAGGED ON 3/9/2026 WAS ADJUSTMENT AT THE NORTHERN CORNER TO FOLLOW THE 7.4' CONTOUR BASED ON EXISTING SOILS. LOCUS MAP SCALE 1 "=2000'f ASSESSORS MAP 149 PARCEL 50 LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 14) & FLOOD ZONE VE (EL. 16) AS SHOWN ON COMMUNITY PANEL #25001 CO576J DATED 7/16/2014 SITE IS NOT WITHIN MASSDEP DESIGNATED NSA SITE IS NOT WITHIN STATE DESIGNATED ZONE II OWNER OF RECORD NAME: ANN K. WIGGINS ADDRESS: 1539 COUNTY ROAD 67 TOWN: BREMEN, AL 35033 REFERENCES DEED BOOK 28409 PAGE 21 PLAN BOOK 229 PAGE 31 ZONING SUMMARY ZONING DISTRICT: R-40 DISTRICT REQUIRED: EXISTING: PROPOSED: MIN. LOT SIZE 40,000 S.F. 15,773 S.F. UPLAND 15,773 S.F. UPLAND MIN. LOT FRONTAGE 150' 100' 100' MIN. FRONT SETBACK 30' 32.0' 32.0' MIN. SIDE SETBACK 20' 15.7' 15.7' (20.9' ADDITION) MIN. REAR SETBACK 20' AOMAX. BUILDING COVERAGE 25% 13.1% (2,068 S.F.) 16.2% (2,553 S.F.) MAX. BUILDING HEIGHT 35' <35' <35' SLOPE 0.5% MIN. (TRENCHES LEVEL) PERF. ADS-N-12- PLUS CUT w SLOTS WITH SKILLSAW E.O. RIB OR PURCHASE SLOTTED PIPE MIRAFI 140N TOP AND SIDES LT SECTION A -A 12"OH-20 HDPE PIPE j'° ' 1 > e j ' e aao°°a°o b a aaa a a°o as INV. LISTED 1.5' �0 Op pO p Op0 °p00°�o00c�° -.- - A j� 3 3/4" - 1 1 /2" N N7 WASHED STONE UNDERNEATH AND BESIDE PIPE WIDTH AND LENGTHS LISTED ADJ. G.W. EL. 7.35' DRAINAGE CROSS SECTION NOT TO SCALE OF 61 PHEASANT COVE CIRCLE YARMOUTHPORT, MA PREPARED O. DATE: MARCH 4, 2026 REV: MARCH 16, 2026 (CONSERVATION COMMENTS_',) REV: APRIL 9, 2026 (CONSERVATION COMMENTS&) REV: APRIL 16, 2026 (CONSERVATION COMMENTSA) ����1H OF Mgssgcy ZN OF INgssgC Scale: 1 "= 20' DANIELA. G DANIEL yGs DJA!' "\ o A. OJAL % ,�' 0 10 20 30 40 50 FEET CI'•4'It. No.40G80 No.46` 02 4 �, vt o�FS S U RV E�O� off 508-362-4541 SroNAt fax 508-362-9880 downcape.com O dOWn copy engineering, Inc. L_> _ 16. --2-6 \ �� - civil engineers land surveyors DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) SURVEY: NHO YARMOUTHPORT MA 02675 DRAFTED BY: PTT CHECKED BY: 07-219 WIGGINS 2026 Rev.DWG